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Home My WebLink AboutContract 43800 (3)cmr s��ra�r � �'t D.Q.E. FILE CONTRACTOR'S BONDtNG CO. CONSTRUCTION'S C�1� CLIENT DEPARiMENi' �ORTWORTH CIT'Y BECRETARY � 1 S'� � CONTRACT N0. `� � PROJECT MANUAL FOR THE CONSTRUCTION OF NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706 DOE: 6058 Betsy Price Mayor Tom Higgins City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transpor�ation and Public Works May 02, 2012 Pre��ESE '1 °IVICHOLS 4055 International Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone: (817) 735-7300 Fax: (817) 735-7491 FNI Project No. FTW08420 PLEASE DO NOT DISSASSEMBLE ; i; , ; r ' Betsy Price Mayor NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706 DOE: 6058 Prepared for The City of Fort Worth Transpor•tation and Public Works May 02, 2012 Pre ared By � � 4055 International Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone: (817) 735-7300 Fax: (817) 735-7491 FNI Project No. FTW08420 PLEASE DO NOT DISSASSEMBLE �� '�' PROJECT MANUAL FOR THE CONSTRUCTION OF Tom Higgins City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department CSJ: 0902 48 825 Project: (DMO) 2007 (208) County: Tarrant ENGINEER SEAL The enclosed Texas Department of Transportation Specifications, Special Specifications, Special Provisions, General Notes and Specification Data in this document have been selected by me, or under my responsible supervision as being applicable to this project. Alteration of a sealed document without proper notification to the responsible engineer is an offence under the Texas Engineering Practice. `wood��ti o �� °F ri�l� ` �,, �o�a��mo� �' �. ��a ° °��S�t+ ,��°� �� r Q 6 � 000��000000@00008DOODOBD000 �j CHRIS B. BOSCO � � om ��00000so��ooeae000e��e�o O �� , 93679 ¢� �;,% �lo�"�`S {o �EN�`�'d° �.�4� i S gs��ooa� �, ��11�oia � j� ��(� �l � FREESE AND NICHOL5, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 000000-i TABLE OF CONTENTS Page I of 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 27 28 29 30 31 32 33 34 35 36 37 38 40 41 42 43 44 45 46 47 48 49 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 00 OS 10 Mayor and Council Communication 00 OS 15 Addenda 00 11 13 Invitation to Bidders 00 21 13 Instructions to Bidders 00 35 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 00 43 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 00 45 11 Bidders Prequalifications 00 45 12 Prequalification Statement 00 45 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Warkers' Compensation Law 00 45 39 Minority and Women Business Enterprise Goal 00 52 43 Agreement 00 61 13 Performance Bond 00 61 14 Payment Bond 00 61 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Ta�DOT Requirements • Disadvantaged Business Enterprises (DBE) Requirements • Child Support Statement • Disclosure of Lobbying Activities • Non-Collusion Affidavit and Debarment Certification • Seals Page • General Notes • Special Provisions • TxDOT Specifications List • Special Specifications •"Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges — Adopted by the Texas Department of Transportation June l, 2004" — b�clzrded by Refere�7ce Division Ol - General Requirements Ol 11 00 Summary of Work O1 25 00 Substitution Procedures O1 31 19 Preconstruction Meeting Ol 31 20 Project Meetings Ol 32 16 Construction Progress Schedule O1 32 33 Preconstruction Video O1 33 00 Submittals Ol 35 13 Special Project Procedures CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 201 I NEAR EdST SIDE URBAN 17LLdGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 000000-2 TABLE OF CONTENTS Page 2 of 3 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 014523 O1 50 00 Ol 55 26 Ol 57 13 O1 58 13 O 1 60 00 O 1 66 00 017123 O 1 74 23 O17719 O1 78 23 O1 78 39 Testing and Inspection Services Temporary Facilities and Controls Street Use Permit and Modifications to Traffic Control Storm Water Pollution Prevention Plan Temporary Project Signage Product Requirements Product Storage and Handling Requirements Construction Stal<ing Cleaning Closeout Requirements Operation and Maintenance Data Project Record Documents Divisions 02-03 b�clzided by Refere»ce Division 02 - Existing Conditions 02 41 13 Selective Site Demolition 02 41 14 Utility Removal/Abandonment 02 41 15 Paving Removal Division 03 - Concrete 03 30 00 Cast-In-Place Concrete Division 26 - Electrical 26 00 00 Seals Page 26 OS 00 Common Worlc Results for Electrical 26 OS 10 Demolition for Electrical Systems 26 OS 33 Raceway and Boxes for Electrical Systems 26 OS 43 Underground Ducts and Raceways for Electrical Systems -- -- -- Detailed Specifications for Street Light Installations Divisiof�s 32-34 b�cl�a�ded by Refere�7ce Division 32 - Exterior Improvements 32 11 23 Flexible Base Courses 32 13 13 Concrete Paving 32 13 20 Concrete Sidewallcs, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 16 13 Concrete Curb and Gutters and Valley Gutters Division 33 - Utilities 33 OS 10 Utility Trench Excavation, Embedment, and Backfill 33 OS 14 Adjusting Manholes, Inlets, Valve BoYes, and Other Structures to Grade Division 34 - Transportation 34 41 20 Roadway Illumination Assemblies 34 41 30 Aluminum Signs 34 71 13 Traffic Control Appendix CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEdR EAST S]DE (JRBAN I�7LLAGE CSJ: 0902 =l8 825 CITY PROJECT NO. 00706, DOE: 6058 1 2 3 4 5 6 7 8 9 10 11 12 000000-3 TABLE OF CONTENTS Page 3 of 3 GC-6.06.D Minority and Women Owned Business Enterprise Compliance • OS-30-03 Subcontractor-Supplier Utilization Form • OS-30-03 DBE Prime Contractor Waiver Form • OS-30-03 DBE Good Faith Effort Form • DBE Joint Venture Eligibility Form GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination • Federal Requirements for Federal-Aid Construction Contracts (PR-1273) GR-Ol 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN i7LLAGE CSJ: 0902 =/8 825 CITY PROJECT NO. 00706, DOE: 6055 r� M&C Review CITY COUNCIL AGENDA Page 1 of 2 Official site of the City of Fort Worth, Texas FORT �'4'ORT I I _�_ COUNCIL ACTION: Approved on 10/212012 DATE: 10/2/2012 N�FERENCE **C-25890 NAME: 06NEAREASTSIDEURBANVILLAGESTREETSCAPE CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Authorize Execution of a Contract with The Fain Group, Inc., in the Amount of $556,011.13 for the Construction of Pedestrian and Streetscape Improvements in the Near East Side Urban Village on East Lancaster Street Between Kentucky Street and Pine Street (COUNCIL DISTRICT 8) , _ RECOMMENDATION: It is recommended that the City Council authorize the execution of a contract with The Fain Group, Inc., in the amount of $556,011.13 for the construction of pedestrian and streetscape improvements in the Near East Side Urban Village on East Lancaster Street between Kentucky Street and Pine Street. DISCUSSION: On September 23, 2008, the City Council authorized the execution of an engineering Agreement with Freese and Nichols, Inc., to design pedestrian and streetscape improvements in the Near East Side Urban Village (M&C C-23068). Public meetings were held with property owners and stakeholders of the Near East Side Urban Village on two occasions to receive their input on the streetscape elements.Texas Department of Transportation (TxDOT) completed its review of the design plans and approved the project for letting on May 15, 2012. This project consists of the following pedestrian and streetscape improvements: construction of new sidewalks, curb and gutter, and installation of new pedestrian and roadway lights along East Lancaster Street between Kentucky Street and Pine Street.The project will also include public art banners that will be affixed to the pedestrian and roadway light poles. The estimated construction costs are as follows: Streetscape Construction $556,011.13 Survey, Material Testing, Inspections, $61,241.19 etc. Pedestrian Lights $39,052.00 Roadway Lights $25,872.00 Construction Management $22,347.64 Ten Percent Contingency $55,601.11 Total $760,125.07 The streetscape construction, survey, material testing, inspections, etc., and a portion of the contingency is funded by Federal Highway Administration grant funds in the amount of $629,402.00. The amount for the pedestrian lights and roadway lights will be funded by the City's Street Light and Signal Improvements Fund in the amount of $64,924.00. The estimated third-party construction management fee and the balance of the contingency, totaling $65,799.07, are funded by the 2004 Capital Improvement Program New Development Fund. The design, fabrication, and installation of public art banners, estimated at $50,000.00, is additional and funded by the Fort Worth Public Art Fund. The project was advertised for bids on May 31, 2012 and June 7, 2012, in the Fort Worth Star- http://www.fortworthgov.org/council_packet/mc_review.asp?ID=17457&councildate=l0/... 10/8/2012 M&C Review � � Telegram in compliance with TxDOT requirements. On June 28, 2012, the following bid for construction, pedestrian and roadway light installation was received from The Fain Group, Inc.: Base Bid $437,869.23 ; Additive Alternate A (roadway light $118,141.90 installation � • Total $556,011.13 There were no other bids received. Staff recommends approval of this bid and award of contract. The Fain Group, Inc., is in compliance with the City's Disadvantaged Business Enterprise (DBE) program by committing to 15 percent DBE participation on this project. The City's DBE goal on this � project is 15 percent. This project is located in COUNCIL DISTRICT 8. Page 2 of 2 � - FISCAL INFORMATIONICERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Grants Fund. TO FundlAccount/Centers FROM Fund/AccountlCenters � GR76 541600 022456168800 $556,011.13 Submitted for City Manaaer's Office bv: Fernando Costa (6122) Originating Department Head: Randle Harwood (6101) Additional Information Contact: Patrina Newton (8068) ATTACHMENTS M&CMap_NES.pdf � I� http://www.fortworthgov.org/council_packedmc_review.asp?ID=17457&councildate=l0/... 10/8/2012 000515-1 ADDE1vTDA Page 1 of 3 2 3 4 5 6 7 s 9 lU �! SECTION 00 OS 15 ADDENDITM N�. 1 a�ae,.@ 0 � y� � � ��P��$ OF V TF�1�� 6 a q o0 ,� ��P �a� / �ir� e�Ap � 4]6G[kN(i�0��0.90NGObHO00�pOE r � SPENCER B. MAXWELL � NEAR EAST S'IDE URBAN V.�'LLAGE �`��'�N`��"�6PO°��t��3oobc`e�,� r °/A� �� 99316 � �� CSJ: 0902 48 825 ��o�i Eoe��`"= FEDERAL AID PROJECT NO. DMO 2407 (208) p4 �S &� CENS �� G�� F° 0 5` � � �' � �'-�` ,'� �'��- DOE: 6058 � � � � ��m� �`� � ,_ µ+��--� ,�� -- �� ISSLTE DATE: JUNE 26, 2012 �FREESE AND :>-NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 12 Tlus addendunn forms part of the Contract Documents referenced above and modifies the original 13 Contract Documents. Acknowledge receipt of ihis Addendum by signing in the space below and 14 attaching it to the Contract Documents (inside). Note receipt of this Addendum in the Bid 1 S Proposal and on the outer envelope of your bid. � 17 18 19 2Q 21 22 23 24 2S fr�+i �� 28 29 30 31 32 33 34 1. GENERAL a. CLARIFICATION — All concrete scoring shall be included in the base bid and shall be subsidiary to the respective concrete bid items. 2. SPECIFICATION SECTION 0011 13 — INVITATION TO BIDDERS (Attached to this Addendum) a. M4DIFICATION — Modify the time bids wil] be received until 1:3.0 PM �, Thursday, June 28, 2012 and bids will be opened publicly and read aloud at 2:00 �'M � in the Cotmcit Chambers fo be received until I:30 PM Central DavJi�ht Time CD'I'j, 'I'hursday, Jui�e 28, 2012, and bicis will be opened publicly aud read aloud at 2:00 PM CDT in tlie Council Chambers. 3. SPECIFTCATION SECTION 00 41 00 —BID FORM (Attached to this Addendum) a. Modification — Modify section 3, Prequaliiication, by removing �g �;��f��s from tl�e list of �t�ork types that must be performed only by prequalified contractors and subcontractors. 4. SPECIFICATION SECTION 00 42 43 — PROPOSAL FORM {Attached to this Addendum) a. A.DDITION — Add TxDOT Spec Item 500 (Description Code 2001 } listed as Unit II — Roadway and Streetscape Bid list Item No. II-1 3, MOBILIZATION, naeasured by the luznp sum, LS, with a quantity of l. CITY OF FORT WORTH NEAR Er1ST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS CSI: 0902 4B 825 Revised June 22, 2012 CITY PROJECT NO. 00706, DOE: 6058 ADDENDUM NO. 1 PAGE 1 OF 17 00OSIS-2 ADDENDA Page 2 of 3 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1�� 7 is 19 20 21 ii 23 2� 25 26 27 Zs 29 30 31 32 33 34 35 36 37 b. ADDITION — Add T�OT Spec Item 502 (llescription Code 2001) listed as Unit II — Roadway and Streetscape Bid list Item No. II-14, BARRICADES, SIGNS AND TRAFFIC HANDLING, measured by the month, MON, with a quantity of S MON. This item is intended to pay for all barricades, sib s, and traffic control necessary to perform work under this contract unless specifically identified as being paid for elseu�here. c. ADDITION — Add TxDOT Spec Item 502 (I)escription Code 2001) listed as Additive Alternate "C" Bid list Item No. C-3, BARRICADES, SIGNS AND TRAFFIC HANDLING, measured by tl�e month, MON, with a quantity of 1 MON, This ite�n is intended to pay for alI additional barricades, sigus, and traffic control necessary to perform work included as part of Additive Alternate "C". S. SPECIF'ICATION SECTION 00 72 00 - General Conditions (General Conditions Page 25 of 62 attached ta this Addendum) a. MODI]FICATION — Modify Section 6.07, Wage Rates, sub section "A" by removing the reference to "�'��.� r`^r,�,^;, ^Fr^,+ `x'^r+'," and replace «�ith "Wa�e Rates as sho�3�n in A��endix Section "GC-6.07 W�e Rates". 6. SPECIFICATION SECTION 00 73 00 — Supplementary Conditions (Supplementary Condi�ions Page 4 of 6 attached to this Addendum) a. MODIFICATION — Modify Section SC-6.07., "Wage Rates", by removing the f011Owing `< a�e�s;-x�� . Tt �. •. �ry i nnnn � no i t� i�n i i rrvn� � r rrv�n i i S8-,�� t9��n� i �n i +;,,., �. rn� r�„ ..�,-,,..+;,,., z v -r r�iii'i�,��2I-r6c�3croxr-T�S�d�rcc , � r,.,,.,,,,.,,.,r.,�n,,.�.,,f..,,,,,;,.,, c,,,,,.:�';,..,r:,.,, t,,,,,t,�nS r_�„n,-�t �,,,i �„n��l n v��i�� aviii..izsrz�iiu-c�Yvviui E�e�r�iei3s��-��a�e-�4�.=��-€�-88��' aud replacing �vitil Gener•al Decision Number: TX120035 O1/06/2012 TX35 shown in the back of this project manual. � fi. SPECIFICATION — GENEI2AL NOTES (General Notes Sheet 8 attached to ihis Addendum) a. Modi�cation — Modify the General Notes by including the following sentence at the end of the Itezn 502. Bamicades, Signs and Traffic Handling: "The contractar sha11 maintain a mizumum of one lane for all intersection approaches throughout all phases of construction." 8. PLANS — TRAFFIC CONTROL PI.AN (Sheets 7-9) a. Modification — Modify tlie Notes on sheets 7 thru 9 by adding the following note: "CHANNELIZTNG DEVICES MAY BE SHIFTED OVER TO CLOSE OFF THE OUTSIDE LANE AS NEEDED TO PERFORM WORK ALONG THE SIDES CiF THE ROADWAY." CITY OF FORT WORTH _NEAR EAST SIDE URBAN VILLAGE STANDARD COt�STRUCTION SPECIFICATION DOCUMENTS CSJ: 090148 825 Revised Juue 22, 2012 CITY PROJECT NO. 00706, DOE: 6058 ADD�NDUM NO. 1 PAGE 2 OF 17 (r � I �. , , �, 1 � 3 4 _5 6 000s is-� ADDENAA Page 3 of 3 �. Modification — Modify sheet 35, Electrical Notes & Schedules, by adding the following note to the Electrical Service Notes: "3. The pedestal electric service equipment shall be furnished by the City of Fort Worth and installed by the contractor. The contractor shall furnish and install foundation and all associated conduit, conductors and any incidentals necessary to fiilly install the electrical sen�ice." 7 R Failure to return a sib ed copy of the addendum with the Praposal shall be grounds for rendering 9 the bid non-responsive. A signed copy of this addendum shall be placed into the Proposal at the 10 time of bid submittal. tl 12 Receipt 13 By: 14 Com 15 1 fi 17 ledged: �Lar/�yr Frazier, President The ain Group, Inc. END OF SECTION CITY OF FORT WORTA NEAR E�1ST SIDE URBAIJ VILLAGE STANDARD CONSTRUCTIOh' SPECIFICAT'ION DOCUMENTS CSJ: 0902 48 d25 Revised Jwre 22, 2012 CTI'Y PROJECT NO. 007Ufi, DOE: 6058 ADDENDUM NO. I PAGE 3 OF 17 � � 001113-1 INVITATTON TO BIDDERS PaQe 1 of 2 � 3 4 5 b 7 8 9 1Q 11 12 13 1� 15 16 17 18 19 20 21 7� 23 �� 25 2b 27 �g ?9 30 �1 32 �3 34 35 36 37 ;3° �9 40 �11 4� �3 44 45 46 47 43 SECTION 00 11 i3 INVITATION TO BIDDERS RECEIPT OF BIDS Sealed bids for the consn-uction ofNEAR EAST SIDE URBAN VILLAGE, CITYOFFORT N�ORTHPROJECT NO. 00706, CSJ 0902 48 825 will be received by the City of Fort Worth Purchasing Office: City of Fort Worth Purchasing Division 1000 Throclanorton Street Fort Worth; Texas 7b 102 until 1:30 P.M. Central Daylight Time (CDT), Thursday, June 28, 2012, and bids will be opened publicly and read aloud at 2:00 PM CDT in the Council Chambers. GENERAL DESCRIPTION OF WORK Tl�e major work will consist of the (approximate} following: Base Bzd � 1695 LF of Curb and Gutter • 175� SY of Sidewallc � 18 Pedestrian Light Poles/Assemblies Installed Alternate Bids • 15 Roadway Light Poles/Assemblies Installed 0 926 SY of Pavement Color � 520 SY of 5cored Concrete Crosswalk PREQUALTFxCATION The improvements included in this project must be perfortned by a coniractor who is pre- qualified by the City at the time of bid opening. The procedures for qualification and pre- qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visitin; the City of fiart V4�orth's Pur�hasing Di�yisi�n �ebsite at htip://��v�x7.fom��orth�ov.or�/pu��l�asinJ and clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The Contxact Docuznents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Biddin.g and Contract Documents may be purchased from Freese and Niclaols, Inc. located at: 4055 International Plaza Suite 200 Fort Worth, Texas 76109 The cost of Bidding and Contxact Documents is: Set of Bidding and Contract Documents wiCh half size drawings: $100.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIOIv DOCUMENT'S Revised ]uly l; 2011 NEAR EAST SIDE URBrLN VILLAGE CSI: 09014� 825 CITY PROJECT NO. 00706, DOE; 6058 ADDENDUM NO. i PAGE 4 OF 17 001113-2 INVITATIOI�T TO BIDDERS PaQe 2 of 2 1 2 3 4 5 6 7 8 9 10 1] 12 73 14 IS zE 17 l8 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3� PREBID CONFERENCE A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following location, date, and tune: DATE: June 19, 2012 TIlV�: 2: DO PM PLACE: 1 DDD Throc�.�norton, Pla�aniftg Conference Room Fort Worth, Texas 76102 LOCATION: Planning Confe��ence Room 209 — Located. on second floor of City Hall CITY'S RIGHT TD ACCEPT OR RE7ECT BIDS City reserves the ri�ht to waive irreb larities and to accept or reject bids. FUNDING Aaiy Cont�•act awarded under this TNVITATION TO BIDDERS is expected to be funded from revenues generated from Urban Village Funds, which are federal earmark funds provided to tlie City by the Federal Highway Admi�aistration, a�ad from 2004 City bond funds. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Aitn; Pau1 Roach, City of Fort Worth Email: Paul.Roach@fortwo��2htexas,gov Phone: 817-662-1211 AND/OR .t�,ttn; Dustin. Blaylock, Freese and Nichols, Inc. Email: DFB@Freese.com Phone: 817-735-7437 ADVERTISEMENT DATES May 31, 2012 Jurze 7, 20.12 END OF SECTION CITY OF FORT WORTH STANDARD COrSTRUCTION SPECIFICATTON DOCUMb'NTS Revised 7ulp l, 2011 NEAR EAST SIDE URBAN VILL.4GE CSJ.• 0902 48 825 CiT'Y PRO]ECT NO. 00706. DOE: 6058 ADDENDLTM NO. 1 PAGE 5 OF 17 � �_j 00 41 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 100d Throckmorton Street City of Fort WorEh, Texas 76102 FOR: Near East Side Urban Village Kentucky Street to Pine Street City Project No.: 706 UnitslSections: Unit I - Removal Unit II- Roadway and Streetscape Unit III - Illuruination • Unit IV - Pavement Marlcines Unit V - Signing � Unit VI - Erosion Control Altemate Bid, Deducrive Bid, Additive Altemate Bids "_A", "B" &"C" i. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perForm and fumish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.9_ In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATfON TO BIDDERS and INSTRUCTIONS TO BIdDERS, including without limitation those dealing with the disposition of Bid Bond. 22. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meefing all requirements within 14 days of notification of award. 2.3. Bidder certifiies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submif a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b_ "fraudulent practice" means an intentional misrepresentafion of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-compefitive levels, or (c) to deprive City of the benefits of free and open compefition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property tc influence their participation in the bidding process or affect the execution of the Contract. CIN OF FORT WORTH STAN�ARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 2D110627 00 41 00_00 43 13_00 42 43_00 43 37_OD 45 12 00 35 13 Bid Propasai Workbook.xls ADDENDUM NQ. 1 PAGE 6 OF 17 00 41 00 BID FORM Page 2 of 3 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subconfractors: a. Iliumination Improvements b. N/A c. N/A d. N/A 4. Time af Compleiion 4.1. The Work will be complete for Final Acceptance within 104 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 42. Bidder accepts the provisions of the Agreement as to liquidated damages in ihe event of faiiure to compfete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. ,4ttached to this Bid The following documents are attached to and made a pari of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety mesting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optionai at time of bid} f. Prequalifrcafion Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 h. Any additional documents that may be required by Section 12 of the instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In fhe space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at fhe bid opening. 6.2. It is understood and agreed by fhe Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fortn Revised 20110627 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbookxls ADDENDUM NQ. 1 PAGE 7 OF 17 0o a, o0 BID FORM Page 3 of 3 6.3. Evaluation of Aitemate Bid Items Total Base Bid Altemate Bid Deduciive Alternate Additive Alternate "A" Bid Additive Altemate "B" Bid Additive Alternate "C" Bid Totai Base Bid Total Base Bid + Total Alternate Bid + Total Deductive Altemate Bid Total Base Bid + Total Additive Altemate "A" Bid Total Base Bid + Total Altemate Bid + Total Deductive Altemate Bid + Total Additive Alternate "A" Bid Totai Base Bid +Total Additive Alternates "A" &"B" Bids Total Base Bid + Total Altemate Bid + Total Deductive Aiternate Bid + Total Additive Alternates "A" & "B" Bids �0.00 �0.00 �0.00 $0.00 $O.dO $0.00 $0.00 go.00 $0_QO �0.00 �a.00 $0.00 Total Base Bid +Total Additive Altemates "A", "B" &"C" Bids $0.00 Total Base Bid + Total Altemate Bid + Total Deductive Altemate Bid + Total Additive Altemates "A", "B" & "C" Bids �0.00 7. Bid Submittal This Bid is submitted on I,«3; `a I��y_<•'�'�� _ _ by the entity named below. Respectfully submitted, (Signature) �i �' 's 1�r1 °..:7 �ac�7'1 . �t..s`P , .'�:' i '.' � .. �-_._:�.: :::� _ .. . .—... . �� ._ :; . <_� : _ . .._::, ..._..:....... . �-. .. -._.-,-- . :..:. . .,.,:, . . . _ . .� �. .:�- � � � --- (Printed Name) Title Ti�#� H�re= , . , , ` - , = Company G�rr��<r� ;ti �a r�'�ra. ; .. _ Address. � G r`i��e �,tln.�ss i-ie�e ��r.�s�ac� - ,� •: .: i j �'�Si�� >` � �.. � ! it. c - State of Incorporation: Skct� H�[s ;. ; ._ _ ; Email .Ya�E F�nari,FitTdrEss ;-lar� :.�.. - - _ — - — Phone r��=� r�ryn N� o'�s n�re.;; _ . END OF SEGTION Corporate Seal: CIIY OF FORT WORTH STANDARD CONSTRUCTION SPECIFIChT10N DOCUMENTS Fortn Revised 20110627 00 4t 00_00 43 13_DO 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbookxls ADDENDUM NO. 1 PAGE 8 OF 17 00 i`_ 4J HID P0.01'OSAL Pase I af2 secr�on ao a� as PROPOSALFORM iTNIT PRICE BID Projeu item Infolmation Bidder's Apptication Bidders ProFwsal Bidlist Itcm I T�'�T Unit of �� P7o. Spccificuion M�� Bid Quantiry Unit Price Bid Valuc Dacriuiion � (Sacc Dac) UnR�I-.Removal . ... ; � :: . � � '. . . . . .:. . . . . . � .. . .. . . . . �., . i . :,� .: ..:i. ._._, _ l i ... .. PREPARING ROW �...,1002002 .... _ STA .,. . . . z� _ . ....... . .. .__ ..,_._. ..... .._._._ . .. .. _.... . 1 2..__ . REMOVING CONC (PA� .. , . .. . . . .. _ _. J.... 1642001 SY_ . . _ .. 483� �.. _. 1 3 p,EMOYING CONC {SIDEL\A�KS !, 104 2015 SY »?o .. �� . ._ . . . ) .... ... ... . I-4 REMOVINGCONC DRIVEWAVS _ ; 1042017 SY 7� �� ..) . _..._ .. . .._.... ... . .. ..._. ._ ... . . . .' --_. . ._. 1 5 REMOVING CONC_(CURB AND GUTTER) j 104 2022 _ Lf , 081, ,. . . ._. .... _ _ . . .. ...__ . _.,..._ . _._..... _.__... I� REMOVING STAB BASE AND ASPH PAV (2'-6") , __ . 1052011 SY �OQ ..... . _ . __. . ... . ....... .... _ . . _,._. . . . .._._._ .......___._ ............. . ._. .,., ... I-7 REMOV STR {SMALLp 496.2042 Eh � Unrt II :Roadway and Streetscape � � . � � - � � .. . . . .,.. ..�_ ---:.-- ._.. �.�.._'. ':.: . � ........:: ... ..::.:..: �:.�_...:.._.., . .�_..._ .�;�.._...:. �� ... II 1 � . . ... �.. __..... -'. ._..,. ... Ft BS {GMP IN PLCj� P P�i).(6 ). . _.__. _ . ._ ._,. . -'-'.. ...2472064. _ .... SY . . .. _98S .. . .. ... . _... . . __._. �. II 2. D-GR HMA(METH) N-D PG70.72 3402122 TON �q . - .. __. . . .... .._. ....._.- II 3,.._ .. �ONC PAV (JOIN7 REINF) (9 ) ,..� ._ . .... . ....... ...... .._ . 360.2022 . Sy .. , ..2'17., ...... .. .. 11-4 CURB AND GUITER (Tl'PE II D) �-- - . . . . 529 2�58 lF � .. , . ....1620 . . _ ._ `. . ..... . .. _ ,. _ __ .._ . _..... . __ .._ . -- ' .- -' .._..._. _.._. _.__��_'_`_.._ DRIVEVJAYS(CON�.. _ ._.... .. .._ ..... . ........ . ._.... .5302010._...,_SY....._....._...235 II-& Cl1RB RAMPS (fY 1� . 531 2005 FA 1 11 7 CURB RAMPS {N 8} 531 2011 EA � , .. II-8 _._. CONCSIDEWALKS(4...� �-- __._- -.--.__ .........._..---_._ _5312015_. SY �gc� - . .... . . . . _ .. __ �� ---._.. _....,._.. ..__..___, .. --'--._ .__—_..-- II9 ADJ UTIL,BOX._ .... ...... .. .,_59142001 EA� .... 24 . _._.. . . _. _. . ,__. ......_ ..... . .... .......... . ....... _..,.. ...._........ . ._.. ............_ .:,..._ _..,....:_..... _.... 11 10 ADJ VAULT 59142002 EA 2 . ..__. .. _.... __:_ .......... .._._ ...... .. ........._ ,__. __ _ ..._. _ . . ... .._._._. . ._.... .__._ _.....____._...... ...._. .._......__. ,,il ti,.. , ADJ MANHOLE , 5914.2003 EA � . . . .. ... . , . .. . . .. _......,. . , ., _. II 12 ACCESSIBLE PEDESTRIAN SIGNAL UNI7S 883520�1 EA � � . .__ __. . ._-- �� -- . . __ ___ .. _._.. ....__.__ ._.._. ...-- � - �--- . ... ...__._.__ ., ..--'--._.._..._._ __.._ ------- ' - - 1113 MOBILIZATION 500.2001 LS 7 � � .._.Y.. ..._. . ... .. ....... ........._.,. .._...._._. . _.,._......_._._...-._ .. ..._ .._,........_.........-._.. ......::....__ _...,__....._ II-14 BARRICADES, SIGNS AND TRAFFIC HANDLING 5022001 MON 5 Unitlfl-1�IuminaUon . ..�.: _ . ;._. � �:;. �.�.. :.-: . . . . ._. .. ,.�_ � .�.., �..-. 1111 � DRILLSHAFT 24 W �... ...�� :��.��. .�.��: . �. .� . .��416.2002 � LF �..� � 130.5 �.:.�. . . . .. � .' : ��:��. _ . ___. ... __... . . (_.-"�- -_.— "-- _— •.-- --- ...-'-"'- '�' �'----- '-- '-"_'- '.__-_'_ '. III--0 ._ , CONDT�PVC).�SCHD 40) j 2 )_ .. .. .. ......._ ..... _ . . _... .. . ,. .__ 618 2018..._ . LF__.._ .._ 3203 .. ._ .....,_. - .. . . __....__. ___.__.. III-5.,.. . . CONDT..(PVC).(SCHD 80) (2') (BOR�" .... . ........_ ..,. . . . ,. . . . _ .. . . 618 2035 LF . ...105 . . . . .. . . ." ---.. . .__ __... ., ... . _ . . __._.--"_.._-' __' -.__ _ . _.._ . III-o" ELEC CONDR (NQ. fi) INSULATED 6202010 LF 3446 � . ... .. . _..:-_. .... ...._. ....,..... .. . ..... .:.... ..._ :. .._....._. . "--III 7 _.. GROUND BOX TY D �1 fi2922) . � ---_--'-,.... .. _._._ . . 6242013 EA . .. .. .. 4 . -' — ---'�. . . .._ ... .__—' -"'.�..._ . _ . _. ....._ .__ ......._ __..._,.'-".." ._"- __.._......_.. _._ --_-. ,_III-8 ELC SRV TY A 120/240 460 (NS�SS(E)PS(U),.(INSTALL) ___ ___ 628 2004 EA 1 -- . ......- .'--._-_. _ . .'-_---..,_.._ .,. _._. .._.._�.-._. .. ill 9 6-6-6-8 ALUMINUM QUAD CONDUCTORS ._ 8855.2001 LF 3d46 ,. .__._... ... . ..____ ... . ... . . ... .. ._. _..___ _. ._.. ...._... . _ . ._ _. .... _ . __.... .. . ._ ....., .__..__._._......_..__ . _ .._.___ III-'11 IIMST DECORATIVE PQLE LGHT ASM TYPE {A1 88632001 EA 1 g Unit 11f - Pavement�Markings - � . . , . . .,-. . .. . ... .. _... . . � ::_. .:::; __,�.._'- -,::.:_ _::..... ..�,....�_ .:_..:_.��__ ..... _�_:.__ �..:;�:_. _:._ IV 1 REFL PAV MRK TY i(VJ� 4{BRK)(090MIL) 666 2002 L F .. ' '- ... . _ . .. .,.. _.__ ._.___ __. _ .. __...,.. 880 . ..... . .._.__ _... _ . _. . ....___. _ _ . ______ _ • ---- IV-2 REFL PAV MRK TY 1(W) 6"_(DOT)(090MIL) , . _ 60'6.2017 LF 136 . ._. . .. _ . _ . . ... : :.-. .... ..,._..__._ .. .... .. ..... . . _._._.. ........... _. .... . IV 3 REFL P.AV MRK TY �{W) 8" (Sl0)(090t.iIL} fi66 203b lF f50 . . . ._ . . . .. . . .... .. . .. .. IV-0 REFL PAV MRK TY I(WL24.(SLD)(090MI1) 660 2047 � LP �j � —'- `- .,....,... ._ .__.--- ---..._. .. _-.,_._ _ .._ ___..._.. ._.._...__ _.._... . IV 5_, REFL PAV MRK TY 1 LVJ) (ARR011� �090MIL) _ _ _ 666 2053 F_A _ 2 � . _ ... . ......-_._ . . . _ ._.__ _--' -- '_ _..____.._ _ . . . _ . _.. _. ��-6 REFL PAV MRK TY I(VJ)(BIKE SYML)(090MIL) .. _ 666 2062 EA ig . ... . _ ... ... . . ..._.___ . . _..... . ::., : � . ... .:...._......... ._.._ . _. ..-- IV-7 � REFLPAVMRKTYI(W)(DBLARRON�(090MIL) 6662068 EA 7 . ...,._ _._........ .... _ ......_ .......... . . .. .._.. IV,B . REFL PAV MRK TY 1(VJ) (VJORD�_(090MIL) ,._ 666 2095 EA 2 . . . . . _ . - _ . ___....- -'__..__ ...' -' -- -.._.__ �. ... „ , ._ _ _...-_'-._ _._- ' ._..__..__�...--- IV 9 REF PAV MRK ll' I(VJ)18 (1'LD TRI)(09DMIL�.. ... . , .. .. ..^_ _ ._ 6662098..... ___EA . . . . .... 7g .-,- -.._...-,-----.. .. _._. _ ._....._.. . _ . _ _......_ . _ _ ....__ . _. IV 10 REFL P.;,V MRi<TY I;Y� 4(SLD;(Q50MIL) . ., , 666 2110 LF 3927 � . ...... _. ... .. .. ... . ._ .._... ......._.._. ... ___. IV-t 1�... . REFL PAV MRK TY I(1'} 24"{SLD)(090Ai11) .. . . 666 2131..... . LF ..... .. �... jq . . _. . .__ . _. . . ..... . _ ._ _.... .. _.. IV-12 TRAFFIC BUTTON TY I-C 672.2020 FA 52 . �.. ..... ___ ._..____..... .._. ,_ .. .... ........_._.._......._.........,...._..__.._.____...._..__._-"_ --._..__---........_ ....._'----.'-- _.._....�.._._"-.'-„"-'--'-'-_-_.__......_____,._.._...--__ IV-13 TR.4FFIC BUTTON l'Y 11-A-A 672.2021 EA 8$ Unk�V�r Signing - >:� � :. �. �:. �. . � .. �. .:: . . . . . , .. _: . . ._ ..' _.. . V 2.......IRELOCATE RDSD F�LASH BEACO(N,ASS MBLY ---.._:�..,-- '-'I � 8 00 20001 � Eq'---� .� �_._2�. ..----- -I----- ----.._. V-3 DRIVER FDBK SPEED SIGN ASSM (SOLAR} UnttVl.-:Erosion..Control �- � � � ' ' ' � � -� - - � - :�.. . . �.�;. ,_�� .-...� .:-�. �.i� '; _ ...�.;i ... .._._ .. ' V�-i .;�TEMpORARY SEDIMEN7 CON7R�L FENCE �� (.. 506 2G34 .� LF �, I d40DJ I �� • 'm x . � . .i �. . . _.� : . � . �,: � . _,� _ :- _. < . . ,,, .- - . , . .. . ._ , . � , �. . .- , . . , � r'- . . ; ... � . . . . . .... r ._ � � .. , �:. , 9 .. .� �:� . . � �.. � .. . . _. . .. . . �'� "T . . . .�.. . .c . ..+- . . .. -. �: . . . . , . « . �� . - . . . _ . � . ` .. . � - .-� . � . . ' � . . . , . '�R CITY OF FORT W OP.'Ri SThNbARnCONSTP.liGi'IOT' SP:CiFiCATON UOCl1.�1E��7TS Form Aevised?-01201?0 Oi� J I CG_(A st 1_U� b: 1i � �"a 11 001< I_UC Si 1 i NiA PropDvl 14'nren,rot'.�L ADDENDUM N0. 1 PAGE 9 OF 17 004711 OiDPROPOSAI Yaa: ] of2 SECTION 00 4: 43 PROPOSAL FORM Bidder's Application UNIT P�tICE BID R�ojectitem Infotmation Bidder's Properssl IIidlin Item � TzDOT Un¢ of No. Sprcificstion M��e Bid Quantin� Unit Price Bid Value Descri iion 15 >ce.Dcscl � Bid Summap• UnR I Removal � Unrt II Roedvray and Streetscape �- ' � � � �' � � � � �- I __f l � I Unit 111 31UmmaUon ' � �` Unl[ N Pavement Merkmgs �� I� - � _�I � ' I - r � � ' _ _... .. .._ _. __. � � I _ I � 1 . - � ..___ Und V -Signing � �� , .. .... . . ..... .. ..... > , . . ._ . . . : ,..,. ,:.., . UnK VI - Erosion Control - �� I � � � � � I "I � � � � 1� � � I � � ' " " Al[erna[e Bid ALT-1 BIODGRD EROSION CONTROL LOGS (12' DIA1 56492003 LF qqp�� j � Totn] .4lternate $id Deducfive Allernate Bid DEDUCT-1 TEMPORARY SEDIMENT CON'iROL FENCE 5062034 lF qd00 Total Ueductive Alternate Bid j Additive Aiternate "A" Bid ._R'1..,._DR(LISHAFT(3QIN).. ._.....,._. . . ....._v.._... 41b.2003 LP 128 � . :. _.... . . .. . . ... . . . .... .. . ... _.. .. .,. . _ _, . � .. .. ... .,. A-2 REMOVE RDWY ILL ASSEM 6102072 EA 12 �� _ —_.. . ...._ _._ . __....� _ ...._......._..__...___ .._.___._._. ..---..�_...___�...----- -.._.__... . A3 TEY1P RD IL (RO,IL ASM) .. .. ... .. ... ........... ._ .___:_. .. _.... . ....6'17 2004 EA .. .. a5 , . .._.. . . . . . . . _..... .. . .._, .._ . . ......._. _ . ._ ......._. ..,.�...._.._.. _..._. ____._ A-A_ _.. CONDT (PVC) (SCHD 80) (2")..:_...,........ .. _._ ... ,..__ ._,.. 618.2018 LF .. ... . .. 3?02 . - — - " - ..-'_. ... ..,. _._. ................__ ... w.. .�... __--- . . A-S..... _ CONDT (PVC) (SCHD 80),I2") (80RE) .. . .,. ....., .:.� .., . . .... . 618.2035 LF..... 106 .. ... . � . . ._,...: . , . ..�......__ .. _ A•G . ELEC CONDR (NO_6� INSULATED 620.2010 LF 3446 _.. " ' _.__._.- '-- -'-._ .._..._ .._.. _._ ..._ . _--"-�---.._._._._.. ..__.. .---___._�__ '-'.. _ _.._._. ... A 7 REMOVE LUMINAIRE POLE FOUNDATION � 6902118 E4 12 � .. .� .... .._.... . . . . .. . . _ . _... _ .,_ ___ ... ................._.._...__._ _......... ___._ A-8 ALUMINUM QUAD CONDUCTORS (6-6-f-6� . 88552�01 � Lf 3�746 � �.�_..__._ .. __. .. .. . . . _ ... . . _ _.. _... .. . _ ..... .. .......... ...._..._. _ __.__.......--._. :..__:...._..._.......__..__. A-9 ROADWAY LIGHTING ASSEMBLIES tINSTALL 88622001 EA ifi Total Additive Alternace "A" Bid , B 1 _. . COLOR 1(CS2 PADRE BROWN) . $_2 _ COLOR 2 CS-12 WEATHERED BRONZE �� . ___�..�------ ---.__ ) ..._�.._._. E-3 COLOR 3 fCS-�4 OARK WAI Nlff1 Addidve Alternate "B" Bid __. .. .. . . „ 20232001 SY 298 ... .. .. . . Tatal Additive Alternate "B" � � C � CONC PAV (JOINT REINF� (9') --, .. __ ..-. C 2 COLOR_1 (CS 2 PADRE BROWN) .... _ _.._ ... .. ,._..,.. C-3 BARRICADES. SIGNS ANDTRAFFIC HANDLWG crtv oe Foxr woxrr� 5f ANDARD CONSTRUCTfO� SPECIFlGTION DOCUMFNfS Fo�m RrnscE 201301:A Additive.41[ernale "C" Bid 360 2022 SY 520 . ._ . . .... ...._ . .. _ . . . ...-_ 20232001.. SY .. .... 381 .__. __ _.... . . .._.. . . . ... .. . . � ..... ._.._ . . �.. ., .... __. 5022001 MON t � Total Additive Aiternate "C" Bidl W_; M hi a� I1_+Y.� S.". � e �,� �i S i(Hi 2; I?_W lc I:Rid hqa+u' i1'or.Saetsis ADDENDUM NO. 1 PAGE 10 OF 17 U07200-25 GENERAL CONDITIONS Page 25 of 6? H. All Work performed far Contractor by a Subcontractor or Supplier will be pursuant to an appropriate a�reement between Contractor and ihe Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Docuznents for the benefit of City. 5.07 Wage Rates A. Duty to pay Pi-el�ailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not Iess than the z'ates determined by the Wage Rates as shawn in Appendix Section °GC-6.07 WAGE RATES" to be the prevailing wa�e rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty foi� Violation. A Cantractor or any Subcantractar who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the vvorlcer is paid less than the prevailing wage rates sripulated in these contract documents. This penalt�� shall be reta.ined by the City to offset its administraCive costs, pursuant to Texas Government Code 2258.023. G. Cof�zplaints of Violations and City Deten32ination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City sha11 make an initial determ�nation, before the 31st day after the date the City receives the information, as to whether good cause e�sts to believe that the violation occurred. The City shall notify in writing the Contractor or 5ubcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to belzeve the Contractar or Subcontractar has violated Cb.apter 2258, the City shall retain the ful.l amounts claimed by the claunant or claiznants as tl�e difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted fram successive progress payments pending a final determination of the violation. D. Arbitration ReqLcired if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to bindin� arbitration in accordance vc�ith the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subconiractor and any affected worker does not resolve the issue by a� eement before the 15th day after the date the City makes its uiitial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the peti�ion of any of the persons. The City is not a pariy in the arbitration. The decision and award of the arbiirator is final and bindin� on all parties and may be enforced in azzy court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contr-actor in the construction of the Work provided for in this Contract; and (ii) the actual per d.iem wages paid to each worker. The records shall be CITY OF FORT VJORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 201 ] ADDENDUM NO. 1 PAGE 11 OF 17 UO7300-4 SUPPLEMEI�TTARY CONDITTOI�TS Paee 4 of 6 ] 6 7 R 9 I (l li 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 2b 27 28 29 �0 31 32 33 34 3i 3b 37 38 39 4t� 41 42 43 4-4 45 46 47 4s 49 �0 �] 52 �J 54 �5 [. Wl�ere a single railroad company is involved, the Contractor sl�all provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate loeations on the line or lines of the same railroad company, separate coverage inay be required, each in tl�e amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of-way, the Contractor may be required to provide separate insurance policies in tl�e name of each railroad coinpany. 3. If, in addition to a grade separation or an at-grade crossing, otber work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the �-ade separation or at- grade crossing, insurance coverage for tl�is work must be inciuded in the policy covering the grade separation. 4. If no grade sepaz•ation is involved but other work is proposed on a railroad company's right-of- way, alI such other work may be eovered in a single policy for that railroad, even though the work may be at two or more separate locations. ' No work or acfiivities on a railroad company's property to be performed by the Contractor shall be commenced until the Conh-actor has furnished the Ciry with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on. the railroad .right-of-way has been completed and t1�e grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance andlor repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the raikoad company operating over tracks involved in the Project. SC-6.04., `=Project Schedule" Praject schedule shall be tier 3 for the project. SC-6.07., "VVage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: Ge�aeral �ecisiorr Number: TXI200� � 01/06/2012 7�35 Showri in tTze bacTc of tlzis proJect naurzuaL SC-6.Q9., "Permits and Utilities" SC-6.Q9A., "Contractor obtained perznits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: None SC-6.Q9B. "City obtained permits and licenses" The following are known pernuts and/or licenses required by the Contract to be acquired by the Ciry: <lf rzorae then wriFe "IJone ". 1. Str�et Pe»nit (Citt� o�'For•1 ld�orth) 2. Access Permit (lsDOT) SC-6.09C. "Outstanding permits and licenses" CITY OF FORT WORTH STAt�'DARD CONSTRUCTIOl�T SPECIFICATIOI�T DOCUMEt�'TS Revised November 9. 20] ] NE.AR EAST SIDE URB�_\' L'ILL1 GE C.S7.• 09Q2 4R 823 CITY'PROJECT?SO. 007�6, DOE: 60.i8 ADDENDUM N0. 1 PAGE 12 OF 17 Project Number: DMO 2047 (20�) Count3�: Tarrant Highway: CS Sheet B Control: 0902-48-825 Existing storm sewers and utilities are shown froxn the best available infornzation. Verify the location of a11 underground facilities prior to starting work. Remove all existing fences within the right of way and remove and replace all existing fences within easements where sucl� fences conflict with the ��ork. Protect the remaining fence from damage due to slacking. Erect temparary fencing in the easement areas as necessary to secure the property. Provide at least one week notice to the property owner prior ta removing ar moving the fence. Restore permanent fencing to an equal or better condition. Provide a11-weather surface for temporary ingress and egress to adjacent praperty, as directed. Materials, labor, equipment and incidentals necessary to provide temporary ingress and egress will not be paid for directly, but will be subsidiary to the vaz-ious bid itenls. In those instances where necessary, the governing slopes indicated herein may be vaz�ed froxn the liinits shown, to the extent approved. Locations and Iengths of all private entrances are approximate only. The actual locations, lengths, lines and grades are to be determined by the Engineer and shall canforn�z with the regulations of The City of Ft. Worth. Take care that existing curb and curb and a tter is not discolored or damaged during construction aperations. In the event of discoloration or damage, clea.n or repair as directed. Provide terrzporary drain openings at all low points or other drainage structures, as required, at the Contractor's expense. Remove any obshuctions to exist�ng drainage due to tl�e contractor's operations, as required, at the Contractor's expense. The contractor shall maintain a minixnum of one lane for al1 intersection approaches tk�.�-oughoui a11 phases of construction. Ytem 2. Instractio�xs ta Bidders Proposals with a bid of more than 365 working days for the Completion of the project will be considered non-responsive. Item 5. Control of tbe Wark When supplementary bridge plans, shop drawings, shop details, erection drawings, working drawings, foixning plans or other drawinbs, are required, the drawings shall be prepared and submitted on sheets 8 1/2 by 11 inches, 17 by 22 inches, or full sizz drawings reduced to half scale if completely legible. If, in the opinion of the En� neer, the drawings are not completely legible, they shall be prepared and submitted on sheets 22 hy 34 inches, with a one and one-haif inch left margin, and a one-half inch top, right, and bottom margin. C:`reneral Notes Sheet B ADDENDUM NO. 1 PAGE 13 OF 17 _. __ _.. �, _ __ • '`� �V V ` --.�� _ <.. _- ` � __.,_ _ �� ,_„ - _ i2-00 ' "— - — _ 13_ 00 i4�_QO = E. LANCAS7ER AVE. `' " "`-- - �.__ _ _�— _ � ._ _ - 035ERYE WAFaRt R20-3 s� 48"x42" STATE LAYr . .. _ _ � - f� .v.'. ��? :,� 4�^. � ; � � f t �' � � Eh� G20-2A RDAU 'k�trK, 48"x24" �G�NO 0 '�`— � TRAFFIC FL4W n ,. _ . ip.�r �.�:> �.�� ,,.,,, ---------�--------- � .--::_.,_.. r.-��:a � s�_ »._r�. �.,.,�-_ _ _ � a_�. __.� _ � �»__. . __ _..,-�� - •-- - ' � ' C] � �-- -_;�.-.-� -.- - ,� e� DRUM S 87' 46' S4 54" E' _� —� '""'- - t� � _ (n �� X F. . . . . ,_ . -- . . :._.,.- --� ..1._ a � o� � tt � i' . y Ron� �`' - fj, as x4s� u �� ' - zF,- f: s k < ,T� _. __'...... i,�._"":..--..-:. 3 '� _._._._.,� E-.., _.._. . • . _ '�_. ...�..,.- j Q i. � ix.� i. .Y- .... , ... .� � r ..— � ... _ - � � �^ iaK_-z--�- -.n. -.�eax4ve .'e;t.Y+ee ._-wdv" .. ._ ... �'- . ��._.� '-r�s' 'r.. f �✓ 'u 'a"yET�- u.0 ... . . . . . � rp ' __'.._-n- . ' ..�e,r•�rswi.i.-.-2 � .._.. . ._.�.,�-.,., :.�_. ti:...._. __'_._.�� ._.�.____. t � � ' �� _� .. ' � • � � � � W &�� .. .. f z i Cj" r° � , �- p � ,� " o Z_�_� 25.,Q0_`" �_ ��---- 16•DO _---- -_.��. 17�00_.__.._�.— � �,j � 1— E.LANCASTER AV�J = 4i ��,�p,� O r U GV� `...a...y- Q - .- --..'.--. . ' ...a. �� - .:: N 47 f ��-{- � � � �� 42Z' � i � �::.:` tr- � -;e �l ._....,'.: _ . � � _... ___.,.._�__ � __ ...__= L . - �__._._.� � "'� �_-v .. .. .-..._. r� n.a 0 � ' � � �r � :;' ��4C .;��a-�•_� � „ . . ,- ..-,>- � ` _,- _: _,.______�_,_____. � � �' ` � �<�`-57 ` �wt G2d-9 YIORtC �-,_� a : 4$"x24•• ewo wowc 24"x16" ZOk; } �cr � wc.¢s 5PEED �` �-,t � � GZO-6 rms�ss �2`7 t�kT '~ � '- 48"x3Q" �rr 24"z30" W , STKiE �'�' Y rpt�iRLCTOK � �J �•� _,. . : � M �, - - �' cwza-,o woRK ! - :. 4 t -i � _ 46"x4$" AHr'.AD _.. ;£ ��RF�uumum Desirable Suogested Mflximum � Fkin'mum 'faper Lenoths �'� Spo�na af Device ��yn Spocmg ��QS�� { formuia � 10' ! i1' � i2' On o( On a � X SpeedT �Offset �tfset frset 7aper � Tonoeni Oistance 30 � 79�' � 16�' 180' 3�' 00'-75' i20' 35 iZ. � Ss ?i}�' 225' 2A5' 35' �a'-90' 16C' 4G � 255' 1?g4' �2Q' �0' 80'-100� j 24�. �5 L-1�S � 45fl` � a9E�� b0' 4;,' 90�-770' 32Q' � + �„ NOTES= `� `� L DRUM SPACMG NOT TO EXCEED 25'. � [_y_} 2. CONSTRUGTION BEGINS AT STA.11•S�.B6. z 3. S1GN5 SHALL BE SPACED BASED ON � „_j 3Q t�PH::PdSTF,O .5?_EEA.,Fr�_=o:�k-�w-»:� f� � �. 'lC'^' .. . � . . !'''-; fi, CHkNNtLiZING DcVICES AlAY BE SHIFTED � � _ �.-_ OVER TO CLOSE OFF THE O�TS7DE LkNE "`;� AS NEELIED TO PERFQRM WORK ALONG �`.; � 1.,U_, THE SIDES Of THE R�ADWAY. - -- '� ,�,..,{ �r.�t'�.T�'�✓.•°=-,aa'^i�<�..,,.'^��.<`'v.cv��. �%a...�-`.:.R-� � .. .. ., . �� .. � �T � � N � . :x.:.-.:.-. - < � ;. .F �;� S�+-'F�F ' . _ � �_ O — ._ �� ,.�._.�_�- _ _ ,� � . _ — . O . t � �. � W --�------ �awao�..._..__.._.._._,�---- ig z J Z � ffi U :. . _..��.�.� •, . �. � ..�.� `�' , ._ ,... . � _ ._ �, Q ---,.- -- .._ - �x� u.w _. _.: � - � W � N E a a� �`��" R6AG� ` E �"`-- CM'24-10 WpRK _ 48"x48" A�� 0 W' 20' 4Q' SCA�E IN FEET &PBiCERBNMlXN431 R y•,. 3Hz1b '+�� r°�'.��fc�ns� :c'�f pry i;�iB;�YY�.I E�.: r �ff c,. �"Texos Deportment Df � �� Z FortWaih DiSir)d �� 4R55 Intcnatio�wlPiam.Suile 200 fort Worth, TX 7 6108-4 8 85 eno� - cam �ss-�3oo Fox - t8i7) 735-749i wra - r...rrees�can P�EAR EAST SfDE URBAN VCLLAGE TRAFFIC CONTR4L PLAN sTa. �o+oa Yo �g}aa ah: o,;,,� � 5'rArE ?rmdEcr No. j"�`y„""• GK M:: I E TE;.A� I� DF102007(2087 � Vti STAIE '�»(Ik4 ��)A.' .C5 S+CCi bn: usx.u_.) CO�T � w. t,e I(�c � va cK Dw: `"f15 � TARRAtiT �0902� <8 73?51 ? n nnFrmr n,� rin i p a r.F � n n� i� Mnimum 6es'vo6ie Suaqestad Moamum Mmirtx,m � Taper Lengths Y;', Spocma ot Device Sgn Spocinq Posted ' Formulo jp� }�� s=' Un c On a " Speed� � 40ffset �Jffset �lfise! 7�per Tongent Disionce 30 � 2 15fl' 185' 1$0' 30' 6Q'-75' I '7p� I � �5 j�= oQ 2'JS' � 225` I?45' I 35' 70'-9Q' 7v0� �6 2"�' 235' 4 ' s _-_ o., 320 0 80 -100 2�0 � _ _... _ - i :� �::`y: _ _ _..��_ __�.� n _..�._. _ _�,. -- . A5 L-1kS �8fl' 485' I 540' I 45' 94'-110' :�20' �; •. LEGEND � ,,....- 3; •-� i TRAFFIC FLOW . ., ........._,.__�: i t. � _ _ __... — � � � ;..:.s ' ,, ,,. �, _ _ -_ � NOU�S - _�. .� � .._.,--•--- -_____.__ ..__.__._.w_._�._.,_ __ :� .,._�--- -------=-- �- ._,... ; .... ., ,....�....._� __ _�.....__�._ ___ _ _w..,.,.�__.�._-----,...._.___-.- �__,.::_ , -__ . = . _.�..,_._,_� � :..�.. �-. � . . � - - - , - , .--- - � - . -._ �_.__ � TE + i � ' + 1. DRUM SPAGNG NOT 70 EXCEED 25'. a; � �� 2. CROSS WALK COkS7RUCTIDN TO BE M� � � SDEWA KE ENHANCEMc'NTSEARE COMPLETED. Z �0 � .�. _ ,_ _ �_ _ � ._ ,T._, _ 20�00 _ ^ � ^ � 4 u _ � _ 21*Q4 - — - 22+00 _ 23*00 � _ _ 4 � TRAFFIC IN EACti DIRECTIOri. � EACH PHASE SHALL WCLUDE ONE LANE — ___.__.�.�._--�---'------ - — — � E. LANCASiER AVE. �' ,_} 3. SIGNS SHALL BE SPACED 6ASED ON 30 0 0 }.LpH Pi'sjt.D S.PE�Q..Ii�=3' _,r.�� . f� ...�_ .-.x _e�<r ts <`+ � a,rsr.a� _ � r 4.y CHANNELIZING DEVICES MSfiY BE SHIFTED �_ � ,.. �' ' OVER TO CLOSE OFF THE OUTSIDE LANE :. 1— , . F � 4� B� , ' � � � �a- AS NEEDED TO PERFORM WDRK ALQNG �------ e' , � =-- t5'- � -�,rt � �---= �- -�.__.:._..__.�-- -L$-• ,.,�,_._.. � THE SIOES OF 7 R - _=_�:-: ,,.v ... . �_._.T� - - - - w- -- -- - - FIE QADWAY� Q . .,. ...:.r.. _ .._...: .�._.,...,_< <.?,;.., .,� -,-^ i, ._. � :�,rn..,.-_ _,r-,. _-� �..r.� _ _- - - -- - '-_a;: . _ i . . - _ .. , .. __:., �.�.... ,_...,...�.____..: � . .. .. 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'. __... . . � " " ` � � _ '•�� i � ( _� , z _ ,. ��,.. . , � _` � • -_ � �., h- ,.._ � ; ` � � �` � ;, <7. � � ~ � � OQ �`�-�.�_ f I; "`— CX'20-1p WOR U 48"x48" A�� _ � h-. 0 10' 20� �D• �� E i W � SCALE IN FEET � � ROAD �i F- � I— CW2�- la � Cr1 4a^x4s•� n"'i°�� , � � cw2o-io w°� ` N .>t, � � - � � �� _ 4H��X$S�� AHEAD .� i V� �,�g OF Ft41 � ; � .4A,. �.+F✓�,5,�r , � W � Y '� ', y�f _ ; . � (� ~'"�- L� � `_......�.�..� � i E � . m � , �` � � •.. r sre�a �xc�vr�.i i } C � ', G,� :� �� . ` . �9316 �1'• ` , Q � � - ' Q ; � . _'_. �fr� = s{< � .z � S :i . ; P . Y T __ i T . Et;,'�c'6• Z�cE},�s�,�� J / /}. �} . � . . £�i U � y i . U .�� ,f'�411��1A� '�..� ��"�ij/ i 4 � ' ! , • - • .t . ,.... .. - , • :. I � . � �... ,,�. �. . . .. .. . � �... <�. .. . . . .. . . . . . . � i - �r .�,. Q �:r�:_ � , � _.�� 4_ - �". , � ' = .._u -.z.--,-'_"__"__'_ . .: s' .t. . �:_:__ b„-..:�_ ._., . ..i ' ' ' , �''`� � � . c�aoc .._�,�:T _.__— .... ..::... �� .,. �;�., , m:..:_'in.e�xe�—�_ �.V__ �...__.� ..,,._ .t �.. sn-e-..,sR.+....�_�� $. o . � � _, _...._. .. ... --- ---- ---' � - ...- � �' .�.. Q ,�^'""i- � _ . . - - -. ._ - � }�,,. - - - - ' y�. G � C� O "o U� > i � � � � � C� : � � �. � � .. � � aP + _ �� - � ; Z o _,_ ....�,r N ; o m E o W 24j_QO ; 25 `00 � 26�00 , 27�00 Z.�..-.� ...- .��..�. .� �� _�. . �.:�.�t� � �.�.�'.�...:..� �. ._ .'......_.��..� � _ L� ..�...,.,.�.� �.r�..�..-�t_� � ._ � .�._. .....�., ...:,_..� _ �_ L.�... `� �� E. LANCASTER AVE. � � p; D U �' N9 `° ' . � � � � � ` � � f4 � � .1 ta r . , G[ ..s"".""°'"".""" : �t`~"c,T. : . . �.,,r i,,,,,� � ._._._._-----_.---�._..__..-..r - - "--. -v.._._ �� ..� t '- �---- ' �' � - — • � -� - - ,.*,.^ p . "_'_ E - +� � � .� , x_ � _ __,_--_ - ------ ., - . ,..: . .___._ _._. _ _,_..�. . .�. . . ___.__ __ ____ ._. . ..._ .._.�._ _. ... ___.. ..... .:...... . .--`-- -...__ _.___ : -,._. F f� � �._�,��_...--,.__--. �_ ��_:_.� ___�� _ _ ; . -----_.-- . . { S.�'..+t. . ' �`T.�.�G i _ ' � . . . . . ; ... _ `_ 3 � � L: S � � = � `; � - Q 0 LcJ U P'7W9G42C po4: Do"126�2OY< • T:2D23 N.1 User: Qfc r�ir Yklil�9ru+:�q5\tr'trl-�:"1�02.sh! � _ � _... _., __ . _ _ . . -----�=- o t D� N 'G'� 1 � � ..�� ..� ..�� .� .�� ..1_ � � �_____� � _ _ " � 3 _ � ' . � cw2o-ya f �o,ao :; : 46"x4B" \ � D i: ;4 \ fn,�r'— �'TexQs Department of Tronspc ,`'-� 2��z ForfWruih Dlstrid �(�t?L5'i 4055 IolemoGontlPlnze,5uite 20D Forf North, iX 761p9-�895 Prmr�e - fBTn 735-73U0 �ioi - lH71 73�7aH1 Y7eb - «.*.IfecsGcom NEAR EAST SEDE URBAN VILLAGE TRAFFIC C�NTROL PLA� STA.19+oo To 2a+oo � # rta.�. �I 57A1E � PRDJ£CT N0. w.w� ar a ok �€ 3�Exns � ovoxao�aon� v;, nw� � su,c ! c«sr�- ��. x p� � .�cz> nsTR e. , w. cK ovr. � rrx' i rut�u+r losn�I �e ersl 8 n nr��rmr n.,r �.1n 1 D A('_L' '1 C!lL' I'7 A T�TTI.iT\T T.f I.TII Y T A!�T t C!1T` 1. GEf�ERAL NOTES {continued? 54. MEASURE THE GROUND GRID RESISTANCE WITH THE EARTH TEST 67. ALL EOUIPMENT ENCLOSURES MOTOR AND TRANSFORMER FRAMES 76. PERFORM ARC FLASH HAZARD ANALYSIS AND PROVIDE IABELS IN MEGGER AND INSTALL ADDITIONA� GROUND RODS AND CONDUCTORS AS CONOUIT SYSTEMS, CABLE AFiA�OR EXPOSED STRUCTURAL STEEL AND ACCORDANCE V�fTH IEEE 141 RECOMMENDED PRACTICE FOR ELEC7RIC REQUIRED UNTIL THE RESISTANCE IS 5 OHMS OR LESS. AL� OTHER EQUIPMENT ANp MAT�RIALS REQIJIRED BY 7HE NEC TO BE POWER DISTRI8UT10N FOR INDU5TRIAl PLANTS, IEEE 242 55, OUND RODS SHALL BE COPPER-CLAO, HAVING A DIAFAETER OF GROUNDED, SHALL BE GROUNDED AND B�NOED IN ACCORDANCE WITH RECOMMENDED PRACTICE FOR PROTECTION ANO COOR�INATION OF 4' AND A lAINIMUM I.ENGTH OF 10'. THE NEC. PROVIDE GROUNDING AND BONDING JUMPERS AS REQUIRED INDUSTRIAL AND CO�AMERCIAL POWER SYSTEMS, NFPA 70E HANDBOOK 50_ HOUND CABLES SNA�L BE STRANQEb,BARE TiNNED COPPER OF PER THE NEC. FOR E�ECTRICAL SAFEFY IN THE WORKPLACE,IEEE 7564 GUIDE FOR 98'/. CONDUCTIVITY WHEN NO OTHER CONOUCTORS ARE IN THE 6$, All. LIGHT FIXTURES AND LAMPS SHALL BE UL LISTED AND PERFORMING ARC-FLASH HAZARO CALCULATIONS, AND THE NATIONAL CONDUIT OR WHERE THE GROUNO WIRE IS bIRECTLY BURIED IN MEET TNE FO(.LOWING STANpARDS; NFPA 70, UL 7570, UL 844, UL ELECTRICAL CODE. EARTH dR CONCRE i E. t029, ANSi C82.4 UL924. 77. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SIZWG AND 57. GROUND FITTINGS FOR BONDING GROUND CAHLE TO THE CONDUIT 89. PROVIDE U.L. LA�ELS FOR ALL LIGHT FIXTURES WHERE PROVIDING ALL GROUND 80XE5 AS REQUIRED BY TNE NATIONAL SHALL BE BURNDY CORP.,TYPE NE OR THOMAS & BETTS NO_3351 FIXTURES ARE SUB,IECT TO MOISTURE. PROVIDE DL OR WL LABEL ELECTRICAL CODE.ALL GROUND BOXES SHALL MEET THE CITY OF SERIES. �N FIXTURES REQUIRED FOR THE LOCATION. FORT WORTH GROUND BOX STANDARDS, ftE� FORT WORTH DEPT. OF 58, ALL GROUNDING SYSTEM CONNEC710NS TO GROUND RODS SHALL 70. ALL HID BAL.LASTS SHALL 8E CONSTANT WATTAGE TRANSPORTATION AND PUBLIC WORKS STREET LUMINAIRE CONDUIT & 8E EXOTHERMICALLY WELDEO INCLUDING ALL CABLE CONNECTIONS, AUTOTRANSFORMER REGULATING HIGH-POWER FACTOR TYPE UNLESS GROUND BOX DETAILS SHEET. WHEN REQUIRED BY THE NATIONAL ANO CABLE STEEI TERMINATIONS, OTHERWISE INDICAT�D THE OPERATING VOL7AGE SHALL MA�CH THE ELEC�RICAL CODE THE CONTRACTOR SHALL PROVIDE GROUND BOXES S9. ALL GROUNDING SYSTEM MATERIALS MUST BE FROta1 THE SAME SYCTPA/ vni TerG -ruE aei i ecT cuei � cc c��r_� c_� .uo kin c�„� � . r , i <$' 0 60. 61: fi2. 63. 64. 65, 68. ,TIBILITY. CONNECTIONS MADE FR0�1 THE MEET REQUIREMENTS OF IEEE STANOAROS D IN MIL 419 ANO pTHER STANDARDS, ETC. LDING MATERIALS USED SHALL BE IANUFACTUREO BY ERICO PRODUCTS, INC., IN ACCORDANCE WITH NEC ARTICLE �� Y 72. 73. 7fi. 75. BE 78. 79. 80, 'KUf'tKLY INTEftFACE TIMING 81. RELAYS AND CONTACTORS SO THAT A PERATING SYSTEM IS RENDEREO: 82. CTION, CLEAN ALL LIGHT IING PLAS71C5 AND GlASSWARE. f PIT ApJACENT SURFAGES,REPLACE 63. IdP AND TEST ALC FIX.TURES FOR JICAL OPERATION. CTURE BA�lAS7 FOR EVERY 64_ INSTAILED. FURNISH AT LEAST GLOBES AND GUARDS fOR 85. RATING INSTA�LED. FURNISH AT LIGHTING FIXTURE SCHEDULE SYMB�L MARK MANUFACT�RER CA7AlOG N�. VOLT.I DESCRIPTION �-O A U GHTING �A/HA33L/AE21/H3 2A0 ENCLOS�RE�HPUISENSTARTAMETALORN 150PMH240/Bl-P1L5 HAL[DE. TYPE 3 DISTRIBUTIaN. 20' POLE: HSAF20/64188A/HA33L/BL-P POLE STRUCTURAL D40-9 DAVIT POLE STRUCTURAL AND STEEL POLE: 40 g B S7EE� POLE. (PROY[DED BY THE CITY) DAVI7T STANDARD D4Q-9 POLE� SINGLE �--Q AMERICAN 24Q QAVITT ARM. B�ACK. ELECTRIC 115-15-M-XH-MT2-R3-FG-48-BK LUMINAIRE: AMERICAN ELECTRIC LIGHTING'OR tPROVIDED 8Y CONTRACTOR) LIGHTING ROADVlAY SERIES 115, 150W APPROVED METAL HALIDE. TYPE 3 DISTRIBUT[QN. EflUAL FLAT GLASS CLEAR LENS. 4-BOI.T � ]NTERNAL. BLACK. ELECTRICAL SHEET SERVICE N4. NUM6ER ti �z � ELECTRICAL SERVICE DESCRIPTION SERVlCE SERVICE SAFETY (SEE ED (4) &(5) - 03) CONOUIT CONDUCTORS SWITCH SIZE N0./SiZE AMPS EI.0 SRV TY A 120l240 �&0 (NS)SSCE3PStU) 1�f�" 3/#6 N/A 86. 87. OF OF THE 88. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO PICK UP CITY FURNISHED MATERIALS AT A CITY OWNED FACILITY LOCATED WITHIN THE CITY OF FORT WORTH. NOTES BY SYMBOL "O" � 1. RE: SHEET N0. 44 FOR PEDESTRIAN PpLE FOUNDATION DETAILS. THE POI.E. ARA4� BASE C�YER, AND fIXTURE SHAIL BE PROVIQcD BY THE CITY OF F�RT WORTH. CONTRACTOR SNALL PROY►DE THE LAMP SPECIFIED. CONTRACTDR SHALL LNSTALL C�MPLE7E OLIGHTING ASSEMBLY. 2. RE: SHEET 51 AND 52 FOR APPLICABLE STREET LUMINAIRE PQLE AND FOUNDATION �ETAILS. THE POIE AND ARM SHA�L BE PROVIDE� BY THE CITY OF F�RT WORTH. CONTRACTOR SNALL PRDVIDE LIGHT F[XTURE AND LAMP SPECIPIEO. CDNTRACTOR SHALL INSTAIL COMP�ETE LIGHTING ASSEMBLY. MAIN TWO-POLE PANEl60ARD BRANCH BRANCH WT BREAKER CONTACTOR LOAD CENTER CIRCUIT N0. CIRCUIT CIRCUIT POLE/AMP AMPS AMP RATING BREAKER AMPS POLE/AMPS 2P/60 80 N/A A 2P/20 �4 8 2P/20 12 : RIGID GALVANfZED STEEL. SCHEDULE 40 PVC. TRANS(TIONS L BE PVC COATED R1GID STEEL THAT �UNDATIONS FOR STREET LIGHTS OF FORT WORTH STREET LUl✓,INAIRE OR7 WORTH DEPT_OF ORKS STREET LUMINAIRE POLE CORD FOR ALL SPARE OR E�dPTY SPEC(AL NOTE= CITY FliRN1SH£d MATERIA�S W[LL BE PURCNASED WITN NON-fEDERAL FUNDS- KVA LOAD 6.2 :`!! TEXAS REGISTEREO ENQNEfPoNG Pffal F-214t ��"Texas Deportment of Transp�rtation � ��yZ ForlWa7h Dlstrlcf e� �� 4055 lntmnoliondPlara, S�riie 2D0 Fort Worth, T% �6t09-i895 Phone - l81A 735-7�00 Fcz - t817) 735-7491 WPD � wWM.ilCtSCroT NEAR EAST SfDE URBAN VILLAGE ELECTRICAL NOTES & SCHEDULES �t� SAR p� STA7E PRWECT N�. � CK �N= �A1'{C 6 T'cXAS bM02007(2001 EY � UATE DW� .M�i STATE COUtt�Y rna 5[uc o�sr Ho �xi. ��. � �p�lv� .06/20/1? CK OYh FTW TARRANT Q902 4a ELECTRIC SERVICE NOTES P120JEC.T TEMPOFiARY LIGFITING SU1vIIvL4R1 SI3EETN0. PROJECi IIIIvI DESCRIPTION UNIT 37 3S TOTAL 617 3004 I£MP RD IL (RD II, AStvi� � EA 8 15 001113-1 INVITATION TO BIDDERS Page 1 of 2 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Sealed bids for the construction of NEAR EAST SIDE URBAN VILLAGE, CITY OF FORT yVORTHPROJECT NO. 00706, CSJ 0902 48 825 will be received by the City of Fort Worth Purchasing Office: City of Fort Worth Purchasing Division 1000 Throcicmorton Street Fort Worth, Texas 76102 until 1:30 P.M. CST, Thursday, June 28, 2012, and bids will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers. GENERAL DESCRIFTION OF WORK The major work will consist of the (approximate) following: Base Bid • 1695 LF of Curb and Gutter • 1753 SY of Sidewalk • 18 Pedestrian Light Poles/Assemblies Installed Aiternate Bids • 15 Roadway Light Poles/Assemblies Installed • 926 SY of Pavement Color • 520 SY of Scored Concrete Crosswalk PREQUALIFICATION The improvements included in this project must be performed by a contractor who is pre- qualified by the City at the time of bid opening. The procedures for qualiiication and pre- qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be eYamined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.fortworth�ov.or�/ptu•chasin�/ and clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from Freese and Nichols, bzc. located at: 4055 Irzternational Plaza Suite 200 Fort Worth, Texas 76109 The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with half size drawings: $100.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN 17LLAGE CSJ.• 0902 =18 825 CITY PROJECT NO. 00706, DOE: 6058 00 11 13 - 2 INVITATION TO BIDDERS Page 2 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 PREBID CONFERENCE A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following location, date, and time: DATE: Jzme 19, 2012 TIME: 2: 00 PM PLACE: 1000 Throcicmorton, Planning Confere��ce Roorn Fort yYorth, Texas 76102 LOCATION: Planning Conference Room 209 — Located ot� seco�ad floor of City Hall CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. FUNDING Any Contract awarded under this INVITATION TO BIDDERS is expected to be fi�nded fi•om revenues generated fi�om Urban Village FLn�ds, tivhich are federal earnzcrrlc fimds providecl to the City by the Federal Highwcry Adnirnistratiot�, and fi�om 2004 City bot�d firnds. INQUIRIES All inquiries relative to this procurement should be addressed to tlie following: Attn: Paarl Roach, City of Fort Worth Email: Pazil.Roach c�r fort�vorthtexas.gov Phone: 817-662-1211 AND/OR Attn: Dz�stin Blaylock, Fyeese and Nichols, bzc. Email: DFB@Freese.co�n Phone: 817-735-7437 ADVERTISEMENT DATES 1�Iay 31, 2012 Jarne 7, 2012 33 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN F7LGAGE CSJ.• 0902 d8 825 CITY PROJECT NO. 00706, DOE: 6058 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS l. Defined Terms 00 21 13 - 1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, iirm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) malces an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in malcing copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. All Bidders and their subcontractors are required to be prequalified for the worlc types requiring prequalifcation at the time of bidding. Bids received from contractors who are not prequalified (even if inadvertently opened) shall not be considered. 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within ten (10) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, CONTRACTORS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 NEAR EAST SIDE URBdN T7LLAGE CSJ: 0902 =l8 825 CITY PROJECT NO. 00706, DOE 6058 00 21 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 9 1 3.3. The City reserves the right to requu•e any pre-qualified contractor who is the apparent low 2 bidder(s) for a project to submit such additional information as the City, in its sole 3 diset•etion may require, including but not limited to manpower and equipment records, 4 information about Icey personnel to be assigned to the project, and construction schedule, 5 to assist the Cit�� in evaluating a►�d assessing the ability of the appai•ent low biddec(s) to 6 delivet• a quality product and successfiilly cornplete projects for the aulount bid within 7 the stipulated time fi�ame. Based upon the City's assessment of the submitted 8 information, 1 recommendatiou regacding the award of a contract will be made to the 9 City Council. Failui•e to submit the additional information, if i•equested, may be grounds 10 for rejecting the appnrenC low bictder as non-respoilsive. Affected contractors will be ll notified in writing of a recommendation to tl�e City Council. 12 13 14 15 16 17 18 19 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder shall: 20 4.1.1. Examine and carefully study the Contract Documents and other related data 21 identified in the Bidding Documents (including "technical data" referred to in 22 Paragraph 4.2. below). No information given by City or any representative of the 23 City other than that contained in the Contract Documents and officially 24 promulgated addenda thereto, shall be binding upon the City. 25 26 27 28 29 30 31 32 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 33 4.1.4.Be advised, City, in accordance with Title VI of the Civil Rights Act of 1964, 78 34 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, 35 Department of Transportation, Subtitle A, Office of the Secretary, Part 21, 36 Nondiscrimination in Federally-assisted programs of the Department of 37 Transportation issued pursuant to such Act, hereby notifies all bidders that it will 38 affirmatively insut•e that in any contract entered into pursuant to this advertisement, 39 minority business enterprises will be afforded fi�ll opportunity to submit bids in 40 response to this invitation and will not be discriminated against on the grounds of 41 race, color, or national ot•igin in consideration of award. 42 43 44 45 46 47 48 49 50 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface sh•uctures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." CITY OF FORT WORTH NE�IR EAST SlDE URBAN 17LLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 d8 825 Revised July 1, 2011 CITY PROJECT NO. 00706, DOE 6058 00 21 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and ofiicially promulgated addenda thereto, shall be binding upon the City. 4.1.7. Perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete lcnowledge of the conditions which will be encountered during the construction of the project. On request, City may provide each Bidder access to the site to conduct such eYaminations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.8. Determine the difiiculties of the Worl< and all attending circumstances affecting the cost of doing the Worlc, time required for its completion, and obtain all information required to malce a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon �vhich the proposal is to be based. It is understood that the submission of a proposal is prima-facie evidence that the Bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to vaT•iations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. 4.1.9. Promptly notify City of all conflicts, en•ors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross ei7•or or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessaiy for fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those dr•awings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Iuly l, 2011 NEAR EAST SIDE URBAN 1%LLAGE CSJ.� 0902 =18 825 CITY PROJECT NO. 00706, DOE 6058 00 21 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.3. copies of sucl� reports and drawings will be made available by City to any Bidder 2 on request. Those reports and drawings may not be part of the Contract 3 Documents, but the "technical data" contained therein upon which Bidder is entitled 4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 6 responsible for any interpretation or conclusion drawn fi•om any "technical data" or 7 any other data, interpretations, opinions or information. 8 9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 10 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 11 exception tl�e Bid is premised upon performing and furnishing the Worlc required by the 12 Contract Documents and applying the specific means, methods, techniques, sequences or 13 procedures of construction (if any) that may be shown or indicated or eYpressly required 14 by the Contract Documents, (iii) that Bidder has given City written notice of all 15 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 16 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 17 etc., have not been resolved through the interpretations by City as described in 18 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 19 and convey understanding of all terms and conditions for performing and fiirnishing the 20 Worl<. 21 22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 23 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 24 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 25 Documents. 26 27 5. Availability of Lands for Worlc, Etc. 28 29 5.1. The lands upon which the Worl< is to be performed, rights-of-way and easements for 30 access thereto and other lands designated for use by Contractor in performing the Work 31 are identified in the Contract Documents. All additional lands and access thereto 32 required for temporary construction facilities, construction equipment or storage of 33 materials and equipment to be incorporated in the Work are to be obtained and paid for 34 by Contractor. Easements for permanent structures or permanent cl�anges in existing 35 facilities are to be obtained and paid for by City unless otherwise provided in the 36 Contract Documents. 37 38 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City at•e listed 39 in Paragraph SC 4.01 of the Sttpplementaty Conditions. In the event the necessary right- 40 of-way, easements, and/or permits are not obtained, the City reserves the right to cancel 41 the award of contract at any time before the Bidder begins any construction work on the 42 proj ect. 43 44 5.3. The Bidder shall be prepared to commence constt•uction without all executed right-of- 45 way, easements, and/or permits, and shall submit a schedule to the City of how 46 construction will proceed in the other areas of the project that do not require permits 47 and/or easements. 48 49 50 CITY OF FORT WORTH NEAR EAST SIDE URBAN �7LLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ.• 0902 d8 825 Revised July l, 2011 CITY PROJECT NO. 00706, DOE 6058 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 6. Interpretations and Addenda 00 21 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 9 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of Fort Worth 1000 Throckmorton Street Fort Worth, TX 76102 Attn: Paul Roach, Pla�zning Dept Fax: 817-354-4943 Email: PaZrl.Roach c�i fortworthtexas.gov Phone: 817-662-1211 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications may be posted via Buzzsaw at http: //projectpoint. b�zzsmv. com/forttvorthgov/Advertised%20Bids?public 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the requirements of Paragraphs 5 A 1 of the General Conditions. 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have been satisfed. If the Successful Bidder fails to execute and deliver the complete Agreement within 10 days after the Notice of Award, City may consider Bidder to be in default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom City believes to have a reasonable chance of receiving the award will be retained by City until final contract execution. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I NEAR EAST SIDE UItBAN 17LLAGE CSJ.• 0902 �/8 825 CITY PROJECT NO. 00706, DOE 6058 002113-6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 8. Contract Times 2 The number of days within which, or the dates by which, Milestones are to be achieved in 3 accordance with the General Requirements and the Worlc is to be completed and ready for 4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 5 attached Bid Form. 7 9. Liquidated Damages 8 Provisions for liquidated damages are set forth in the Agreement. 9 10 10. Substitute and "Or-Equal" Items 11 The Contract, if awarded, wiil be on the basis of materials and equipment described in the 12 Bidding Documents without consideration of possible substitute or "ar-equal" items. 13 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or- 14 equal" item of material or equipment may be fiirnished or used by Contractor if acceptable to 15 City, application for such acceptance will not be considered by City until after the Effective 16 Date of the Agreement. The procedure for submission of any such application by Contractor 17 and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General 18 Conditions and is supplemented in Section O 1 25 00 of the General Requirements. 19 20 11. Subcontractors, Suppliers and Others 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1 l.l. In accordance with City Ordinance No. 15530 (as amended), the City has goals for the participation of minority business and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE/WBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or Good Faith Effort Form (with "documentation) and/or Joint Venture Form as appropriate. The Forms including documentation must be received by the City no later than 5:00 P.M. CST, five (5) City business days after the bid opening date. The Bidder shall obtain a receipt fi•om the City as evidence the documentation was received. Failure to comply shall render the bid as non-responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. 12.2. All blanlcs on the Bid Form must be completed by printing in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for eacl� Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, written in ink in both words and numerals, for which tl�e Bidder proposes to do the work contemplated or furnish materials required. All prices shall be written legibly. In case of discrepancy between price in written words and the price in written numerals, the price in written words shall govern. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN i7LLAGE CSJ: 0902 98 825 CITY PROJECT NO. 00706, DOE 6058 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 00 21 13 - 7 INSTRUCTIONS TO BIDDERS Page 7 of 9 123. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the fit�m by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. 12.7. 12.8. 12.9. Bids by individuals shall show the Bidder's name and ofiicial address. Bids by joint ventures shall be executed by each joint venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. All names shall be typed or printed in ink below the signature. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be iilled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title, the name and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 14. Modiiication and Withdrawal of Bids 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be withdrawn prior to the time set for bid opening. A r•equest for withdrawal must be made in writing by an appc•opriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. After all Bids not requested for withdrawal are opened and publicly read aloud, the Bids for which a withdrawal request has been properly filed may, at the option of the City, be returned unopened. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 NEAR EAST SIDE URBAN 17LLAGE CS.L• 0902 d8 825 CITY PROJECT NO. 00706, DOE 6058 00 21 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 2 time set for the closing of Bid receipt. 3 4 15. Opening of Bids 5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 6 abstract of the amounts of the base Bids and major alternates (if any) will be made available 7 to Bidders after the opening of Bids. 8 9 16. Bids to Remain Subject to Acceptance 10 All Bids will remain subject to acceptance for the time period specified for• Notice of Award 11 and eYecution and deliveiy of a complete Agreement by Successful Bidder. City may, at 12 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 13 14 17. Evaluation of Bids and Award of Contract 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 17.1. City reserves the right to reject any or all Bids, including without limitation Y1�e rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to malce an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability ot� fails to meet any other pertinent standard or criteria established by City. City also reserves the right to waive informalities not involving price, contract time or changes in the Work with the Successfitl Bidder. Discrepancies between the multiplication of ttnits of Worlc and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will Ue resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any eYisting conteact or has defaulted on a previous contract, Bidder has performed a pr•ior contract in an unsatisfactoty manner, or Bidder has uncompleted woc•lc which in the judgment of the City will prevent or hinder tl�e prompt completion of additional work if awarded. 17.2. City may consider the qualifications and experience of Subcontt•actors, Suppliers, and other persons and organizations proposed for those portions of the Worlc as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Awat•d. 46 17.3. City may conduct such investigations as City deems necessary to assist in the 47 evaluation of any Bid and to establish the responsibility, qualifications, and financial 48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 49 organizations to perform and fiirnish the Work in accordance with the Contract 50 Documents to City's satisfaction within the prescribed time. 51 CITY OF FORT WORTH NEAR EAST SlDE URBAN �7LLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 d8 825 Revised July 1, 20ll CITY PROJECT NO. 00706, DO� 6058 00 21 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 17.4. Contractor shall perform with his own organization, worlc of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award conh•act to a Nonresident Bidder unless the Nom�esident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by the City. 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement When City issues a Notice of Award to the Successfiil Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement to City with the required Bonds, Certificates of Insurance, and all other required documentation. City shall thereafter deliver one fully signed counterpart to Contractor. 1�►1-1Z��.��-[�]�I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 201 I NEAR EAST SIDE URBAN Y7LL�1 GE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE 6058 00 35 13 BID FORM Page 1 of 3 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT 1 � �� Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. http://www.ethics.state.tx.us/forms/CIQ.pdf http://www.ethics.state.bc. us/forms/CIS.pdf ❑� ❑ 0 ❑ CIQ Form is on file with City Secretary CIQ Form is being provided to the City Secretary CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary BIDDER: The Fain Group, inc. 1616 North Sylvania Avenu Fort Worth, TX 76111 By: L ry Frazier Signature: Title: President CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook Final.xis 00 35 13 BIO FORM Page 2 of 3 COIdFLICT OF INTEREST QUESTIONNAIRE For vendor or other person doing business with local governmental entity This questionnaire relflects changes made to the law by H.B. 1491, 80th Leg. OFFICE Regular Session. Date Received This questionnaire is being filed in accordance with Chapter 176, Locai Government Code by a person who has a business relationship as defined by Section 176.001(1-a) with a locai governmental entity and the person meets requirements under Section 176.006(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed. See Section 176.006, Local Government Code. A person commits an offense if the person knowingly violates Section 176.006, Local Government Code. An offense under this section is a Ciass C 1� Name of person who has a business relationship with local governmental entity. FORM C�Q 2� ( i Check this box if you are filing an update to a previously filed questionnaire (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) 3 Name of local government officer with whom filer has employment or business relationship. ��. _ a _r..,�_,��...._ .�__. �ai�e��fi�c��,__ ___-�___ �x_� ,�__.r � This section (item 3 including subparts A, B, C& D) must be compieted for each officer with whom the filer has an employment or other business relationship as defined by Section 176.001(1-a), Local Government Code. Attach additional pages to this Form CIQ as necessary. A. Is the local government officer named in this section receiving or likely to receive taxable income, other than investment income, from the filer of the questionnaire? `; �(es ❑ No B. Is the filer of the questionnaire receiving or likely to receive taxable income, ather than investment income, from or at the direction of the local government officer named in this section AND the taxable income is not received from the local governmental entity? � Yes ❑ No C. Is the filer of this questionnaire empioyed by a corporation or other business entity with respect to which the local government officer serves as an officer or director, or hoids an ownership of 10 percent or more? ;-1 Yes ❑ No D. Describe each employment or business relationship with the local government officer named in this section. 4 Siqnature of person doinq business with the qovernment CITY OF FORT WORTH STANDARO CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Date 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposal Workbook.�s 00 35 13 BID FORM Page 3 of 3 LOCAL GOVERNMENT OFFICER CONFLICTS DISCLOSURE FORM CIS STATEMENT (Instructions for completeting and filing this form are provided on the next page) This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., OFFICE USE ONLY Regular Session. Date Received This is the notice to the appropriate local governmental entity that the following local government officer has become aware of facts that require the officer to file this statement in accordance with Chapter 176, Local Government Code. 1 Name of Local Government Officer � � ` i�d�tt�� c�f��er'' �� . � 2 Office Held � . �. T� ,. G , t`Jffic�<H�:Id _v::; 3 Name of person described by Sections 176.002(a) and 176.003(a), Local Government Code � �_w.. . ..__ . e .P�at��o��?`�r��iri _._�__._ ..,_� _ _ .�__��1 � .�. , �. � . � � , 4 Description of the nature and extent of employment or other business relationship with person named in item 3 �t��€��re Reiafts�n�h�p �.._.�.,! �.. ..�_��... � ..�,�. ,.._v.: ,�.�.��,.... � �,nN. ��x �,� � �r�. ._wr._.��_ ..� ,.M ,�...�u_ W .� _ _.... , .' �, � � �� 5 List gifts accepted by the local government officer and any family member, excluding gifts described by Section 176.003(a-1), if aggregate value of the gifts accepted from person named in item 3 exceed $250 during the 12-month period described by Section 176.003(a)(2)(B) Date Gift Accepted � p�#� w� Description of Gift �i��s�ri �i�rt ; Date Gift Accepted y L'3ate ,_�� Description of Gift ��c�u��r� __ _ ___ _�_ Date Gift Accepted � L��i� .,� Description of Gift �i�es�cit�tittn ` ' � ,. � � �.Y _.._,.. �. .. , „ �.�._, w, (attach additional forms as necessary) 6 AFFIDAVIT I swear under penalty of perjury that the above statement is true and correct. I acknowledge that the disclosure applies to a family member (as defined by Section 176.001(2), Local Government Code) of this local government officer. I also acknowledge that this statement covers the 12-month period described by Section 176.003(a), Local Government Code. Signature of Local Government Officer AFFIX NOTARY STAMP / SEAI ABOVE Sworn to and subscribed before me, by the said , this the day of , 20 , to certify which, witness my hand and seal of office. Signature of officer Printed name of officer Title of officer administering oath administering oath administering oath END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13_Bid Proposa) Workbook.xis SECTION 00 41 00 BID FORM TO: The City Manager c/o: The Purchasing Department 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: Near East Side Urban Village Kentucky Street to Pine Street City Project No.: 706 Units/Sections: Unit I - Removal Unit II - Roadway and Streetscape Unit III - Illumination Unit IV - Pavement Markings Unit V - Signing Unit VI - Erosion Control Alternate Bid, Deductive Bid, Additive Alternate Bids "A", "B" &"C" 1. Enter Into Agreement 00 41 00 BID FORM Page 1 of 3 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. in submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectiy, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 00 41 00_00 43 13_00 42 43_00 43 37 00 45 12_00 35 13_Bid Proposal Workbook Finai.xls 00 41 00 BID FORM Page 2 of 3 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Illumination Improvements b. N/A c. N/A d. N/A 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 104 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of , the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPEGFICATION DOCUMENTS Form Revised 20110627 00 41 00_00 43 13 00 42 43 00 43 37_00 45 12_00 35 13_Bid Proposal Workbook Final.xls 00 41 00 BID FORM Page 3 of 3 r 6.3. Evaluation of Alternate Bid Items Total Base Bid Alternate Bid Deductive Alternate Additive Alternate "A" Bid Additive Alternate "B" Bid Additive Alternate "C" Bid Total Base Bid Total Base Bid + Total Alternate Bid + Total Deductive Alternate Bid Total Base Bid + Total Additive Alternate "A" Bid Total Base Bid + Total Alternate Bid + Total Deductive Alternate Bid + Total Additive Alternate "A" Bid Total Base Bid +Total Additive Alternates "A" &"B" Bids Total Base Bid + Total Alternate Bid + Total Deductive Alternate Bid + Total Additive Alternates "A" &"B" Bids Total Base Bid +Total Additive Alternates "A", "B" &"C" Bids Total Base Bid + Total Alternate Bid + Total Deductive Alternate Bid + Total Additive Alternates "A", "B" &"C" Bids 7. Bid Submittal This Bid is submitted on June 28, 2012 Respe Ily�submitted, � g: � Y (Signature) � � , Larry Frazier (Printed Name) . Title: President E Company: The Fain Group, inc. � Address: 1616 North Sylvania Avenu � Fort Worth, TX 76111 State of Incorporation: Texas � Email: Ifrazier@faingp.com Phone: 817-927-4388 � ; END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 $437,869.23 $32,340.00 -$7,392.00 $118,141.90 $9,156.42 $34,158.37 $437, 869.23 $462,817.23 $556,011.13 $580,959.13 $565,167.55 $590,115.55 $599,325.92 $624,273.92 by the entity named below. Corporate Seal: 00 41 00_00 43 13_00 42 43_00 43 37_00 4512_00 35 13_Bid Proposal Workbook Final.xls 0o az a3 oio vaorosn� Pagc I of2 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Infortnation Bidders Proposai Bid6st Item TxDOT Unit of No. Specification Measure B�d Qu:+ntity Unit Price Bid Val�e DescriD��on (Spec.Desc) Unit 1- Removal ... I•1 PREPARWG ROW . 100.2002 STA .21 $1,700.00 .$35,700.00 . I-2 REMOVING CONC (PA� . 104.2001 SY 483 . $18.03 . . $8,708.49 I-3 REMOVING CONC (SIDEWALKS) 104.2015 SY 1126 $18.03 �$20,301.78 I-4 REMOVING CONC (DRIVEWAYS) . 1042017 SY 786 $18.03 .$14,171.58 I•5 REMOVING CONC (CURB AND GUTTER) 1042022 LF 681 � $6.68 $4,549.08 ._ I-6 � � REMOVING STAB BASE AND ASPH PAV (2"-6") 105.2011 � SY � 100 $27.04 .�� .$2,1.04.00 I-7 REMOV STR SMALL 496.2042 EA � 1 $1 602.96 $1 602.96 Unit 11- Roadway and Streetscape .. II-1 FL BS (CMP IN PLC)(TY A GR 4) (6") 247.2064 SY g8q $14.34 _$14,110.56 II-2 D-GR HMA(METH) TY-D PG70-22 340.2122 TON 19 $193.69 $3,680.11 _.. II-3 � CONC PAV (JOINT REWF) (9") 3602022 SY 217 $57.22 $12,416J4 _ II-4 . CURB AND GUTTER (TYPE il-D). . . b292056 � �F 1620 $19.28 �$31,233.60 .. II-5 ORIVEWAYS (CONC) . . 530.20W � SY 235 $47.96 . $11,270.60 II-6 � CURB RAMPS (TY 1) � 531.2005. �� 1 � $985.79 $985.79 ...... II-7 � CURB RAMPS (TY 8) . .. . . . .. .. 531.2011 . ... �. ... . 1 $986.04 ..... $986.04 . _ II-8 CONC SIDEWALKS (4") . . .. . 5312015 � SY � 1681 � $34.09 $57,305.29 _ ��-9 ADJ UTIL BOX . b914.2001 EA 24 $467.53 ..$11,220.72 II-W � ADJ VAULT � 5914.2002 � 2 �$467.53 $935.06 .... II-11 .... ADJ MANHOLE . . .. . .. . .. ... . ... 5914.2003. .. �+ .. . ..1 $467.53 � $467.53 _ II-12 ACCESSIBLE PEDESTRIAN SIGNAL UNITS 88352001 � . 1 $1,602.96 �� $1,602.96 _� II-13 MOBILIZATION . 500.2001 LS . 1 $18,000.00 $18,000.00 II-14 BARRICADES SIGNS AND TRAFFIC HANDIING 502.2001 �� MON 5� $1 976.99 �$9 864.95 Unit iU -111umination . _ III-1 DRILL SHAFT (24IN) . . . . _ 416.2002 � LF . 130.5 $63.69 � $8,311.55 _ III-4 CONDT (PVC) (SCHD q0) ( 2") 618.2018 LF . 3203 $10.69 $34,240.07 � III-5 CONDT (PVC) (SCHD 80) (2") (BORE) 618.2035 � LF 109 $1870 $2,038.30 ... III-6 ELEC CONDR (NO. 6) INSULATED � . . � 620.2010 � LF 3446 $1.34 .� $4,617.64 � III-7 GROUND BOX TY D (162922). _ . . _ . . 624.2013 �� EA 4 � $667.90 .�. $2,67L.60 � ill-8� � ELC SRV TY A 120/240 O60 (NS)SS(E)PS(U) (INSTALL) 628.2004 � EA . 1 $4,675.31 ... $4,675.31 .�� III-9 56-6-6ALUMINUMQUADCONDUCTORS . 8855.2001 �� LF 3446 $13.00 $44,796.00 � III-11 IKNST DECORATIVE POLE LGHTASM TYPE A 88632001 � EA 18 $673.00 �$12.114.00 Unit N * Pavement Markings � �� IV-1 REFI PAV MRK TY I(4� 4".(BRK)(090MIL) t IV-2 REFL PAV MRK TY I(V� 6" (DOTj(090MIL) � � �� IV3 �� REPL PAV MRK TY I(Vh B" (SLD)(090MIL) .� IV•4 REFL PAV MRK TY I(VJ) 24"(SLD)(090MIL) � IV-5 REFL PAV MRK TY 1(1A� (ARROVI� (090MIL) �� IV-6 REFL PAV MRK TY I(V�(BIKE SYMI)(090MIL) �� IV-7 REFL.PAVMRKTYI(Vh(OBLARROV�(090MIL) � �� IV-8 REFL PAV MRK TY I(V� (WORD) (090MIL) ; �� IV•9 REP PAV MRK 7Y 1(V�18"(YLD TRp(090MIL) � �� IV-10 REPL PAV MRK 7Y I(`n 4" (SLD)(090MIL) i � IV-11 REFL PAV MRK TY I(Y) 24"(SLD)(090MIL) � �� IV-12 TRAFFIC BUTTON N I-C .6662002 LF 880 666.2017 lF 136 666.2035 LF 150 .666.2047. LF 225 6662053 � 2 686.2062 .. . EA 19 . 8662068 � EA . _7 666.2095 � EA .2 .. .666.2098 � � 78 666.2110 �F 3921 666.2131 � LF 7q 6722020 � EA 52 Unit V • Signing . V-1 IIN SM RD SN SUP&AM TYIOBWG(1jSA(P) .. I 6442001 I... �+ (... . V-2 RELOCATE RDSD FtASH BEACON ASSEMBLY 685.2002 � V-3 DRIVER FDBK SPEED SIGN ASSM (SOLAR) 87002001 � Unit 1l1- Erosion Control __ VI-1 . ITEMPORARY SEDIMENT CONTROL FENCE . I 506.2034 �.� LF I_ . CRY OF FORT \40RT}3 S7ANDARD CONSTRUC'IION SPECIFICATION DOCUAILNIS Fmm Rc�iscd 20120120 $1.34 $1,179.20 $1.60 $217.60 $2.27 $340.50 $8.01 $1,802.25 $166.98 $333.96 $287.20 $5,456.80 $220.41 $1,542,87 $180.33 _ $360.66 $40.07 $3,125.46 $1.34 $5,254.14 $6.68 $642.32 $4.34 $225.68 $4.34 $381.92 $534.32' $6,946.16 DO 41 00_00 43 13_00 42 43_00 d3 37_00 45 12_00 35 I3 IIid Proposal lV«kbook FinaL�is a �z as UID PROPOSAl Pegc 2 of 2 TJNIT PRICE BID 6idlist Item No. Alternete Bid ALT-1 BIODGRD EROSION CONTROL LOGS 12" DIA 50492003 LF 4400 $7.35 $32 340.00 Totel Alternete Bid s32,340.00 Deductive Alteroate Hid DEDUCT-1 TEMPORARY SEDIMENT CONTROL FENCE 506.2034 LF 4400 $1.68 -$7 392.00 Total Deductive Alternate Bid -57,392.00 Additive Alternate "A" Bid A-1 DRILL SHAFT (30 IN) 416.2003 LF 128 $64.55 $8,262.40 A-2 REMOVE RDWY ILLASSEM 610.2072 EA 12 $290.00 $3,480.00 A3 TEMP RD IL (RD IL ASM) _ 6172004 EA 15 $578.96 $8,684.40 A-4 CONDT (PVC) (SCHD 80) (2") __ 6182018 LF 3202 $9.26 $29,650.52 A-5 CONDT (PVC) (SCHD 80) (2") (BORE) 6182035 LF 106 $16.21 $1,750.66 A-6 ELEC CONDR (NO. 6) INSULATED 620.2010 LF 3446 $1.74 $5,996.04 _ A-7 REMOVE LUMINAIRE POLE FOUNDATION _ 690.2118 � 12 $578.96 $6,947.52 A-8 ALUMINUM QUAD CONDUCTORS (66-6-6) 8855.2001 LF 3446 $12.79 $44,074.34 A-9 ROADWAY LIGHTING ASSEMBLIES INSTALL 88622001 EA 16 $581.00 $9 296.00 Total Additive Altemate "A" Bid �118,141.90 Additive Altemate "B" Bid B-1 COLOR 1(CS-2 PADRE BROWN) 2023.2001 SY 298 $16.77 $4,997.46 B-2 COLOR 2(CS-12 WEATHERED BRONZE) 2023.2002 SY 170 $16.77 $2,850.90 B-3 COLOR 3 CS-14 DARK WALNU 20232003 SY 78 $16.77 $1 308.06 Total Additive Alternate "B" Bid 59,156.42 Additive Alternate "C" Hid C-1 CONC PAV (JOINT REINF) (9") 3602022 SY 520 $49.60 $25,792.00 C-2 COLOR 1(CS-2 PADRE BROWN) 20232001 SY 381 $16.77 $6,389.37 C3 BqRRICADES SIGNS AND TRAFFIC HANDLING 5022001 MON 1 $1 977.00 $1 977.00 Total Additive Altemate "C" Bid 534.158.37 SECTTON 00 42 43 PROPOSALF02M Bidder's Application Project Item Infortnation Bidders Proposal TxDOT Unit of Specifica[ion Did Quanti[y Unit Price Bid Value Mcasure on S cc.Desc Bid Summary Base Bid $87,137.89� $174,099.95 � $113,466.47� $20,863.36I $34,953.56� $7 348.00 � Total Base Bid $437,869.23 Unit I - Removal Unil II - Roadway and Streetscape Unit III - Illumination Unil IV - Pavement Markings Unit V - Signing I lnit VI - Fmsion Cnntrol Total Bese Hid s437,869.23 TotelBeseBid+TotalAlternateBid+TotelDeductiveAlterneteHid �q62,817.23 Totel Bese Bid +Totel Additive Alteruate "A" Bid 5556,011.13 ' Total Baae Bid + Total Alteruete Bid + Total Deductive Alternete Bid + Total Additive Altemate "A" Bid 5580,959.13 Totel Bese Bid+Totel Additive Alternetea "A" &"B" Bide ;665,167.55 Total Base Bid +Total Alternete Bid + Total Deductive Alternate Bid +Total Additive Alternetee "A" &"H" Bids ;590,115.5b Total Base Bid +Total Additive Alternate� "A", "B" �"C" Bida =599,325.92 Totel Base Bid +Total Alternete Hid +Totel Deductive Alteroate Bid +Total Additive Alternetes "A", "B" &"C" Bide s824,273.92 1 � I CRY OF FORi WORTH 57ANDARD CONSTRllCTION SPECQ�'ICA710N DOCUhfENIS Form Re�ised 20120120 00 41 00_00 J3 13_00 J2 J3_00 43 37_00 45 12_OD 35 13_➢id Propossl WakbooA Final.xls 1 00 43 13 BID BOND Page 1 of 1 KNOW ALL BY THESE PRESENTS: Company Name Here That we, (Bidder Name) Company Name Here _ _ __ _ . — hereinafter called the Principal, and (Surety Name) 5urety Name Nere ; a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the _ ._ _ _ _ _ _ . sum of Spell Qut Numbers Here ;and No/100 Dollars ($, Numerals,Here ,.00), the payment of which sum will be well and truly made and the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firm by these presents. WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee, identified as Near East Side Urban Village Kentucky Street to Pine Street NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the Obligee in accordance with the terms of such proposal, then this bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this By �BY: SECTION 00 43 13 BID BOND day of 2012. (Signature and Title of Principal) Surety Name Here ' . _ . _ _ _ .. ._ ; nature of Attorney-of-Fact) 'Attach Power of Attorney (Surety) for Attorney-in-Fact END OF SECTION Impressed Surety Seal Only CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13 Bid Proposal Workbook.xls 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresidenYs principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of State Nere or Bl�nk , our principal place of business, are required to be % Here percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of State Here or Biank , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. � BIDDER: The Fain Group, inc. 1616 North Sylvania Avenu Fort Worth, TX 76111 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Larry Frazier (Signature) Tit e: President Date: (� - a g ' � �-- 00 41 00_00 43 13_00 42 43_00 43 37_00 4512_00 35 13_Bid Proposal Workbook Final.xls 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 l. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the worlc type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must Ue submitted ten (10) days prior to 12 the date of the opening of bids. For example, a contractor wishing to submit bids on projects 13 to be opened on the l Oth of April must file the information by the 31 st day of March in order 14 to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer ldentifcation Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxpermit/ and fill out the 30 application to apply for your TeYas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DIINS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 3� scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Fina»cial Stateme�ats. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH NEAR EAST SIDE URBAN Y7LLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 =18 825 Revise<t November 9, 2011 CITY PROJECT NO. 00706, DOE: 6058 1 2 3 4 5 6 7 8 � 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid the prequalified work types until the expiration date stated in the letter. END OF S�CTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9. 2011 NEAR EAST SIDE URBAN F7LLAGE CSJ: 0902 �{8 825 CITY PROJECT NO. 00706, DOE: 6055 00 45 12 BID FORM Page 1 of 1 SECTION 00 4512 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Illumination Improvements Bean Electrical, Inc. 5/4/2013 N/A Corn��any Rlame f-lere or s�ace Date Here or space N/A Com�any Narne !-lere or space [�at� Flere or space N/A Company P�lame Here or space D�te f-I�re or space The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: � The Fain Group, inc. � , 1616 North Sylvania Avenu Fort Worth, TX 76111 By: Larry Frazier (Signature) Title: President Date: � -,� � —� 2- _ I� END OF SECTION I CITY OF FORT WORTH _ — — _ — � STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00 41 00 00 43 13 00 42 43 00 43 37_00 45 12 00 35 13 Bid Proposal Workbook Final.xls � � � � � � � � i � � � � � , . . � • � � • � Date of Balance Sheet Name under which you wish to qualify Post Office Box Street Address (required) Telephone � Mark only one: QIndividual Q Limited Partnership Q General Pai�tnership Q Corporation QLimited Liability Company City State City State Fax Area Code Number Area Code Number Zip Code Zip Code E-mail Address Texas Taxpayer ldentifcation No. Federal Employers Identification No. DL1NS No. (if applicable) MAIL THIS QUESTIONNAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: "CONTRACTOR PREQUALIFICATION APPLICATION" 00 45 13 - 3 BIDDER PREQUALIFICATION APPLICATIOt Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED RSewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Kenewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller 'Sewer Interceptors, UrbanlRenewal, 48-inches and smaller Sewei• Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning , 24-inches and smaller Sewer Cleaning , 42-inches and smaller Sewer Cleaning , All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 10,000 square yards) Asphalt Paving Construction/Reconstruction (10,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (IINDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS T�-IAN 10,000 square yards) Concrete Paving Construction/Reconstruction (10,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED FEBRUARY I5, 2012 00 45 13 - 5 BIDDER PREQUALIFICATION APPLICATIOP Page 5 of 8 7. Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? a the name of individual, name of owner and reason. 8. In what other lines of business are you financially interested? If so, state ' 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. Give names and detailed addresses of all producers from whom you have purchased principal materials during the last three ears? NAME OF FIRM OR COMPANY DETAILED ADDRESS �� 11. Give the names of affiliates or relatives currentiv debarred bv the City. Indicate to this person or firm. 12. What is the construction experience of the principal individuals in your organization? YEARS OF PRESENT POSITION CONSTRUCTION MAGNITUDE AND NAME OR OFFICE EXPERIENCE TYPE OF WORK IN WHAT CAPACITY CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July l, 201 I 00 45 13 - 7 BIDDER PREQUALIFICATION APPLICATIOP Page 7 of 8 14. Equipment $ TOTAL BALANCESHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - TOTAL Similar types of equipment may be lumped together. lf your tirm has more tnan su types or equipment, you may snow tnese 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REVISED July 1, 2011 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMYENSATION LAW Page 1 of 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas LaUor Code Section 406.096(a), as aniended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 00706. Contractor further certifies that, pursuant to Texas LaUor Code, Section 406.096(b), as amended, it will provide to City its suUconhactor's certificates of compliance with worker's compensation coverage. • CONTR.ACTOR: The Fain Group, Inc. $y: Larry Frazier Company �Please Print) � � 1616 North Sylvania Avenue Signature: ' Address ! Fort Worth, TX 76111 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT � � Tltle: President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Larry Frazier , known to me to Ue the person whose name is suUscribed to the foregouig inshument, and acicnowledged to me that he/she executed the same as tl�e act and deed of The Fain Group, znc . for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 3 rd day of October , 2012. �"'��"'' MARY GAII HENDERSON _,`�o.'pr I��.' �� ': Notary Public, State of Texas '�: My Commission Expires '-�'%;°;;E;�'` December 17, 2015 �� Notary blic in and for the State of Texas END OF SECTION CITY OF FORT WORTH . STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NE.AR EAST SIDL URBAN i-7LLAGE CSJ: 0902 �8 825 CITY PROJECT NO. 00706, DOE: 6058 00 45 39 - 1 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 SECTION 00 45 39 MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL APPLICATION OF POLICY If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the total dollar value of the contract is less than $25,000, the M/WBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOAL The City's M/WBE goal on this project is IS% of the total bid (Base bid applies to Parks and Coin�nunity Services). COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal, or 2. Good Faith Effort documentation, or; 3. Waiver documentation, or; 4. Joint Venture. Failure to comply with the City's M/WBE Ordinance, shall result in the Bid being considered non-responsive. Any questions, please contact the M/WBE Of�ce at (817) 212-2674. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the fol times allocated, in order for the entire bid to be considered responsive to the s�ecification 3� END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised (I�tsert Revisio�t Date] NEAR EAST SIDE URBAN I7LGAGE CSJ: 0902 �l8 825 CITY PROJECT NO. 00706, DOE: 6058 005243-i Agreement Page 1 of 5 1 2 3 SECTION 00 52 43 AGREEMENT AGREEMENT THIS AGREEMENT, is made by and between 4 The Citv of Forth Worth, a home rule municipal corporation in the State of Texas, acting by and 5 through its City Mana�,er, hereinafter called Ci ,, and THE FAIN GROUP, INC., authorized to 6 do business in Texas, acting by and through its duly authorized representative, hereinafter called 7 Contractor. City and Contractor, in consideration of the mutual covenants hereinafter set forth, 8 agree as foltows: 9 Article 1. WORK 10 11 12 13 14 15 16 17 18 19 20 Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Near East Side Urban Village City Project No. 000706, DOE: 6058, CSJ: 0902 48 825 Article 3. CONZ72ACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any; and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 104 days after the date when the 23 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 24 3.3 Liquidated damages 25 26 27 28 29 30 31 32 33 34 35 Contractor recognizes that time is of the essence of this Agreement and that City will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered 6y the City if the Work is not cornpleted on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City Six Hundred Ten and no/100 Dollars ($610.00), in accordance with T�OT Special Provision 000---2332 Schedule of Liyuidated Dama�es for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Near East Side Urbon village STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00706, DOG 6058, CS/No. 0902 48 825 Revised July 1, 2011 005243•2 Agreement Page 2 of 5 36 Article 4. CONTRACT PRICE 37 City agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of FIVE HUNDERD FIFTY-SIX THOUSAND 39 ELEVEN AND 13/100 DOLLARS ($556,011.13). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 A. The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: l. This Agreement. 2. E�ibits to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non Resident Bidder 3) Prequalification Statement 4) State and Federal documents b. Current Prevailing Wage Rate Table c. Insurance Accord Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation A�davit i. MWBE Commitment Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications as included in the Project Manual. 6. Drawings. 7. Addenda. 8. Documenta.tion submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION CITY OF FORT WORTH Near East Side Urban Village STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 00706, DOE 6058, CSI No. 0902 48 825 Revised July l, 2011 00 52 43 - 3 Agreement Page 3 of 5 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under tbis contract. This indemni�cation provision is specificallv intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in qart, bv any act, omission or neQliQence of t6e citv. This indemnity provision is intended to include, without limitation, indemnity, for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specificallv intended to onerate and be effective even if it is alle�ed or proven that all or some of the damages being soueht were caused, in whole or in nart. bv any act, omission or ne�li�ence of the citv. Article 7. MISCELLANEOUS 94 7.1 Terms. 95 96 97 98 99 Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 100 7.3 Successors and Assigns. 101 City and Contractor each binds itself, its partners, successors, assigns and legal 102 representatives to the other party hereto, in respect to all covenants, agreements and 103 obligations contained in the Contract Documents. 104 7.4 Severability. 105 Any provision or part of the Contract Documents held to be unconstitutional, void or 106 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 107 remaining provisions shall continue to be valid and binding upon CITY and 108 CONTRACTOR. 109 7.5 Governing Law and Venue. 110 This Agreement, including all of the Contract Documents is performable in the State of 111 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 112 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Near East Side Urban Village STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00706, DOE 6058, CSJ Na. 0902 48 825 Revised July 1, 2011 113 114 115 116 117 118 ll9 120 t21 00 52 43 - 4 Agreement Page 4 of 5 7.6 Other Provisions. The Contractor agrees to pay at least minimum wage per hour for all labor as the same is classified, promulgated and set out by the City, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 7.7 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. SIGNATURE PAGE TO FOLLOW CITY OF FORT WORTH Near East Side Urbmr Village STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 00706, DDE 6058, CSI No. 0902 48 825 Revised Juty 1, 2011 ��r 005243-5 Agreement Page 5 of 5 122 123 124 125 126 127 �_ r City of Fort Worth Contractor: The Fain Group, Inc. B 6s,/ Fernando Costa � � i B' Assistant City Manager ignature) M&C C- ZS�`�� I � Larry Frazier D3t0 �� 2 �� %> (Printed Name) „ � - - ,�,,�.'�;p ��; �1 Title: President 123 129 13C� 131 132 133 134 135 136 137 138 139 ei Y�n,.' �, �-� �,�. `✓�-- � �C v� � ��, Doug Black Assistant City Attorney 140 141 142 IN WITNESS WHEREOF, City and Contcactor have signed this Agreement in multiple counterparts. At least one counterpart each has been delivered to City and Contractor. This Agreement will be effective on (' ��' � �� 1 , 20 (which is the Effective Date of the Agreement). Address: 1616 North Sylvania Avenue Attest: (Seal) City/State/Zip: Fort wortn, Tx �6iii Approved as to Form andLegality: T ROV RECO NDED: r e H o0 DIRECT R PLANNING AND DEVELOPMENT DEPARTMENT 1000 'Throckmorton Street Fort Worth, Texas 76102 00 P !� O �� 0 „ �� 143 ----- - ---- —__—= _- OFPICIAL REC�RD CITY S�CRETARY i'.'IIYQN�TI�y T� CITY OF FORT WORTH Near East Side Urban villoge STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS City Project No. 00706, DOE 6058, CSJ No. 0902 48 825 Revised July I, 201 I „ Contract Signing Authority In the OfLF cD of �he Secretary of State c�f Tex�� ARTICLES OF INCORPORATION ��P 2 2�OO� OF ��r�oP�ti��s �e�ti�� THE FAIN GROUP, INC. The undersigned natural person of the age of eighteen (18) years or more, acting as incorporator of a corporation under the Texas Business Corporation Act, hereby adop#s the foilowing Articles of incorporation: . � ARTICLE ONE I� .F1i�T� The name of the corporation is The Fain Group, Inc. ARTICLE TWO . Type The Corporation is a close corporation. ARTICLE THREE Period of Duration The period of its duration is perpetual. ARTICLE FOUR Purpose The purpose for which the corporation is organized is the transaction of any or all lawful business for which corporations may be incorporated under the Texas Business Corporation Act. ARTICLE FIVE . Authorized Shares The aggregate number of shares which the corporation shall have authority to issue is One Hundred Thousand (100,000} shares at a par value of One Dollar ($1.00) each, to be issued for such consideration expressed in dollars as may be fixed by the Board of Directors from time to time. ARTICLES OF INCORPORATION Page 1 ARTICLE TEN Indemnification To the extent permitted by law, the Board of Directors shal{ authorize the corporation io indemnify any present or former Director, officer, employee, or agen# of the corporation against judgments, penalties (including excise and similar taxes), fines, settiements, and reasonable expenses actuaily incurred by the person in connection with a proceeding in which the person was, is, or is threatened to be made a named defendant or respondent because the person is or was a Director, officer, employee, or agent of the corporation. ARTICLE ELEVEN Limitation on the Directors' Liabilitv The directors of The Fain_ Group, Inc. will not be liable to the corporation or its shareholders far monetary damages for acts or omissions that occur in the directors' capacity as director. This article does not limit the liabi(ity of the directors for acts or omissions for: (1) a breach of the.duty of loya{ty to the corporation or its shareholders or members; (2} a bad faith breach of a director's duty to the corporation, intentional misconduct, or a knowing violation of the faw; (3) a transaction from which a director received an improper benefit, whether or not the benefit resulted from an action taken within the scope of the director's office; or (4) an act or omission for which the liability of a director is expressly provided by an applicable statute. ARTICI.ES OF INCORPORATIOIV Page 3 THE STATE OF TEXAS § § COUNTY OF ELUS § Before me, a notary public, on this day appeared Larry Frazier, known to me to be the person whose name is subscribed to the foregoing document, and being by me first duly sworn, declared that the statements therein contained are true and correct. Given under my hand and seal of office this o� �� day of September, 2004. � ; .,�,,- -�;.. - � *`t�'' �� : � �_ . �' o� "�`` . . ARTICLES OF INCORPORATION ��-�- ��. Notary Public, State of Texas � Page 5 Important Notice STATE OF TEXAS COMPLAINT PROCEDURES To obtain information or make a complaint You may call Westfield Insurance Company, Ohio Farmers Insurance Company, and/or Westfield National Insurance Company's toll-free telephone number for information or to make a complaint at: 1(330)887-0101 You may also write to Westfield Insurance Company, Ohio Farmers Insurance Company, and/or Westfield National Insurance Company at: Attn: Bond Claims One Park Circle P O Box 5001 Westfeld Center, Ohio 44251-5001 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 Or you may write to the Texas Department of Insurance at: Texas Department of Insurance P O Box 149104 Austin, TX 78714-9104 Fax # 1-512-475-1771 Attach this notice to your Bond. This notice is for information only and does not become a part or a condition of the attached document. It is given to comply with Government Code Section 2253.048 and Property Code Section 53.202, effective September 1, 2001 006113-1 PERFORMANCE IIOND Page 1 of2 1 2 � � 4 5 6 7 SEC'TIOlV 00 6113 PERFORMANCE BOND T�E S'fiA�E O� �`�XAS CO�JN7CiI OF TARI�ANT Bond #6092844 § § I�TOW AY�IL �Y � sE PRESEN'TS: § 8 That we, Tha Fain Group, Tnc., known as "Principal" herein and 9 Westfield Insurance Company a corporate surety(sureties, if more than 10 one) duly authorized to do business in the State of Texas; known as "Surety" herein (whether one 11 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of Texas, lcnown as "City" herein, in the penal surn. of, �+"ILV� �Y2EID 13 F�"�'-SIX �[O�JSAND EL,�VEI� � i3/1001)O]Lg,AIt� ($556,011.13), lawful money of 14 15 16 the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselvas, our heirs, executors, admi�nistrators, successors and assigns, jointly and severally, firmly by these presents. 17 W�R�AS, the Principal has entered into a certain written contract with the City 18 awarded the day of !)' : � " � i'�', r'. , 2012 , which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by Iaw, in the prosecution of the Worlc, including a�iy Change 21 Oxders, as provided for in said Contract designated as Near East Side Urban Village, 22 23 24 City Project No. 000706, D4E: 6058, CSJ: 0902 48 825. I�OW, '�RE�O�, the condition of this obligatian is such that if the said Principal 25 shall faithfully perform it obligations under tlae Contract and shall in all respects duly and 26 faithfully perform the Work, includii�g Cliange Orders, under the Contract, according to the plans, 27 specifications, and contract documents therein referred to, and as well during any period of 28 extension oithe Contcact that may be granted on the part of the City, then this obligation shall be 29 and become null and void, otherwise to remain in full force and effect. 30 31 P�t,OV��Y) ]E`[TI�'��1Z, that if any legal action be iiled on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Foi�t 32 Worth Division. CITY OF FORT WORTH Near Eas� Side Urban Vt!(age STANDAItll CONSTRUCTION SPECIFICATION DOC[J1�NTS Ciiy Project No. 00706, DOC 6058, CSI No. 0902 98 8?S Revised July 1, 2011 00 61 l3 - 2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions o£ Chapter 2253 of the 2 Texas Gavernment Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITnT�SS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the , 2012 . 7 8 9 10 11 12 13 'FT ST: 14 15 � 16 (Principal) cretary 17 18 19 20 21 � 22 WiMess a o Principal 23 24 25 26 27 28 29 30 31 32 33 34 ' 35 � � � , ,� i 1 �� ' � ' 36 � ' � � �.,,�� _' �� ':��1� �:-'�"� 37 Witna s as to Surety; arilyn Branch 3 8 ,� 39 40 PRINCIPAL: day of The F in Gr u. Inc. . BY: S'gna e Ll�r �� t t l�l t' i. l�� l'� Name and Title Address: P O Box 750 _f�TiiiTl�il�.`�il:f ri��■I SURETY: Westfield Insurance Company BY: fure �f � Johnny Moss, Attorney-in-fact Name and Title Address: 555 Republic Dr. #450 Plann TX Z5�174 — Telephone Number: 972-216-2600 41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awardad. 45 CfCY OF FORT WORTH Neor Gast Side Urban Village STANDARD CONSTRUCTION SPECIF[CATION DOCUMEN'CS City Project No. 00706, DOE 6058, CS/ No. 0902 48 825 Revised July 1, 2011 � 00 61 l4 - i PAYMENT BOND Page 1 of 2 1 2 3 4 5 6 7 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 61 14 1��Y� �� ' PAYMENT BOND �0� ��4'4 § § KNOW ALL BY THESE PRESENTS: § 8 That we, The Fain Group, Inc., known as "Principal" herein, and 9 ��-CG�`�-�j��C� �y�__l�lGL11� �p - , a corporate surety 10 (sureties), duly authorized to do 6usiness in the State of Texas, known as "Surety" herein 11 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 12 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 13 penal sum of FIVE FIUNDRED FIFTY-SIX THOUSAND ELEVEN AND 13/100 DOLLARS 14 ($556,011.13),lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, 16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents: 17 WI3EREAS, Principal has entered into a certain written Contract with City, awarded the 18 �day of f; ;�; ; k> ;(;'��? , 20 , which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as Near East Side Urban Village, City Project No. 000706, DOE: 22 6058, CSJ: 0902 48 825. 23 NOW, THERE�ORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined iu 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; othei�vise to remain in full 27 force and effect. 28 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shail be determined in 30 accordance with the provisions of said statute. CITY OF FORT WORTH Near Eas/ Side Urba�r Village STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projecl No. 00706, DDE 6058, CSJNa. 0902 48 825 Revised July 1, 2011 00 61 14 - 2 PAYMENT BOND Page 2 of 2 1 2 3 4 IN WTTNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and o�cers nn this tha ( i l. ; 1 i, i(' ; day of . 20 12 ATTEST: Inc. i �,� Name and Title ' Address: P O Box 750 Fort Worth TX 76101 5 6 7 8 9 t0 11 12 ATTEST: , � ,�� '? ;" ,L,``;.`� t' �� <_-- - ��"(Surety) Secretary Mistie Beck , . �, , � � �,' � i �,-�� 1' �' � � -->. �1�� -�� ,�:;, itnes��s as to �urety Marilyn Branch PRINCIPAL: The Fain G : SURETY: Westfield Insurance Company BY: �� Signatu Johnny Moss Attorney-in-fact Name and Tiile Address: 555 Republic Dr. #450 Plano TX 75074 Telephone Number: 972-216-2600 Note: If signed by an officer of the Surety, there must be on file a certified extract from rcn� bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contxact is awarded. END OF SECTION CITY OF FORT WORTH Near East Side Urban V�llage STANDARD CONSTRUCTION SPECIFICATION DOCCTMENTS Ciry Projecf No. 00706, DDE 6058, CSI No. 0902 48 825 Revised July 1, 2011 � � I 00 61 l9 - 1 MAINTENANCE BOND Page 1 of 3 t 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 TAE STATE OF TEXAS COiJNTY OF TARRANT SECTION 00 61 19 ' J�� '"0' �j MAINTENANCE BOND ��q 2�� `i § § �10�1 �,�. B� THES� PI3E5�NTS: § That we The Fain Group, Inc., known as "Principal" herein and Vl �-��1-P�C� � 1�Sl�YC:l,1'�(��. Cp ., a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the sum of FIVE IIUNDRED FIFTY-SIX THOUSAND ELEVEN AND 13/100 DOLLARS ($556,011.13), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, joint(y and severally, firmly by these presents. 19 WHEREAS, the Principal has entered into a certain written contract with the City awarded 20 the day of ��! �- � �' � �' � � Zp , which Contract is hereby 21 referred to and a made pai�t hereof for all purposes as if fully set forth herein, to furnish all 22 materials, equipment labor and other accessories as defined by law, in the prosecution of the 23 Work, including any Work resulting fi•om a duly authorized Change Order (collectively herein, 24 the "Work") as provided for in said contract and designated as Near East Side Urban Village, 25 City Project No. 000706, DOE: 6058, CSJ: 0902 48 825; and 26 27 WHEREAS, Principal binds itself to use such materials and to so consh•uct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain fi•ee fi•om defects in materials or workmanship for and during the period of two (2) years 30 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Worlc in whole or in part 33 upon receiving notice from the City of the need therefor at any time within the Maintenance 34 Period. 35 I i CITY OF FOl2T WORTEI Near East Side Urban Vil/age STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 00706, DOE 6058, CSI No. 0902 d8 82S Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 � 006t 19-2 MAINTENANCE BOND Page 2 of 3 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principa( shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH Near East Side Urban Village STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ciry Project No. 00706, DOE 6058, CSI No. 0902 48 825 Revised July i, 2011 006119-3 MAINTENANCE SOND Page 3 of 3 1 IN WITNES5 WHEREOF, tha Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the day of i)�; j s_ i i,�. 3 . 2p 12 PRINCIPAL: The Fain Group, Inc. BY: Signa � ;. � � 1� �=��~(�I ► ti� G C� v t (l�l t� i.�t�( —��e and Title Address: P O Box 750 Fort Worth TX 76101 SURE'TY: ' 3 BY: �`� a e Johnny Moss, Attorney-in-fact Name and Title � Address: 555 Republic Dr. #450 ano X 7 Telephone Number: 972-216-2600 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded, 4 5 6 7 8 9 10 11 EST: 12 13 � "� 14 (Principal) ecretary 15 16 17 18 � 19 20 Witness s ta Principal 21 22 z3 24 ZS 26 27 28 29 AT"TEST: 30 ��'-- f) '; ��. �_ ( � `_➢- �_ t-<i�--'�-- � . � :32 ` (Surety) ecretary Mis�,e Beck 33 J/� ,1 , -v�, ; �, �j � 34 ; ��, � �, G`'1"LLL%, 35 VJitnes as tq._ ffy � ari y'� n Branc� 36 ( 41 CITY OF FORT WORTH Near East Side Urban Yillage STANDARD CONSTRUCTION SPEC�'ICATION DOCUIVtENTS City Projec� No. 00706, DOE 6058, CSJNo. 0902 48 825 Ravised July 1, 20l l i� 111W I+VWt1t Ut HI IUKNCY ,UNCKI:CUCJ HNY YfiCVIVUJ 1'UWtK tStHKIIVC9 IIYIS JHMt POWER # AND ISSUED PRIOR TO 04/24/12, FOR ANY PERSON OR PERSONS NAMED BELOW. f. General Power of Attorney CERTIFIED COPY POWER NO. 4220012 01 Westfield Insurance Co. Westfield National Insurance Co. Ohio Farmers Insurance Co. Westfield Center, Ohio Know Ali Men dy These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a"Company" and collectively as "Companies,' duly organized and existing under the laws of the State of Ohio, and having (ts principal office in Westfield Center, Medfna County, Ohio, do by these presents make, constitute and appo(nt RICHARD W. DAIKER, TONY FIERRO, JOHNNY MOSS, JAY JORDAN, MISTIE BECK, JOINTLY OR SEVERALLY of ROCKWALL and State of TX its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings,.or other instruments or contracts of suretyship- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONQS. and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed wfth the corporate seal of the applicable Company and duly attested by its 5ecretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the premises. Said appointment is made under and by authority of the following resolution adopted by the eoard of Directors of each of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney-in-Fact. may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowiedge and delfver, any and all bonds, recognfzances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed by the Pres(dent and sealed and attested by the Corporate Secretary." "Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached:' (Each adopted at a meeting held on February 8, 2000). ' !n Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and Senior Executive and their corporate seals to be hereto affixed this 24th day of APRIL A.D., 2012 . . aq��o�adh�. `pJ��vienn�,., .. i COY orate h , � ��iH(�� P rr�' �pFl,( ,. �oN�� ,, WESTFIELD INSURANCE COMPANY seais \a.......:VC��"•,, 'p.-C,,........N�;%, �NS111P,� Affixed �v�''�w �'� p�: ��O '' '••�'.p=; �:,�.�'"4 '•y��;� WESTFIELD NATIONAL INSURANCE COMPANY � OHIO FARMERS INSURANCE COMPANY � ,� ` ` � � ; �;' ':9� ; �� 'CHARTE1Pfp :�► � �-. ��.1�.� ��ro. =�: SEAL :�= �,.�y�''•.ti��►rf��ir�� ;yz,:, .'p : :�� : �849 �4� � t ��`'H+4�,n..n��`"� "��,,��i* ��,,��``` ,, ','/''''��,i,��,,,•�•'"`� �Y: ..�� V w�i�1 _ . state of ohio � Dennis P. Baus, National Surety Leader and County of Medina ss.: Senior Executive On this 24th day of APRIL A.D., 2012 , before me personally came Dennis P. Baus to me known, who, being by me duly sworn, did depose and say, that he resides fn Wooster, Ohio; that he is National Surety Leader and Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the compan(es described in and which executed the above instrument; that he knows the seals of said Companies; that the seals affixed to sald instrument are such corporate seals; that they were so affixed by order of the Boards of Directors of said Companies; and that he signed his name thereto by Ifke order. N ota ri al "��HNIIUUp��/',, � � Seal r`` A1 A f., s. � Affixed �p;. � ��' p;•.��/% 'D=. z ��: ;�:: �•. r- •: �^---. • William J. Kahelin, A rney at Law, Notary Public 5tate of Ohio : N ,� ��o My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) County of Medina ss.; '-,,�'.y -�'��,o �.,.T�' O F �. ` I, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is stlll in fuli force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this day of ,�,�a�un.�ye., . ��o r••',ta; •••,�'"'3= .� �i ��.�.�, `� � �,�•,�.ti� �� ,.dll'$•S� ,,,,,,,, � � �,,,,,,, .,, `� �P-��ONFlC /NsG�;. : m' SEt1L : m = +i �%. • O : �-., �� ..* .,•� ` ,,: �''�� .� ;:, 1848 : * ' ..� _. ' �o- �1�� '; i'(iIL �'�—�t ' � ,� Se�a� Frank A. Carrino, Secrefary BPOAC2 (combined) (06-02) � � � STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT I . , . � . . � �n . , � �; ''I! r .� , _ � , � . . . . . ;� � . �.� :�= �r � - � . � . = . _ . _ , _ �. t � , ' ' '" 4:, - . .... ... . . �. �. . . . ' . . .. . .. . . F. , . • . �. . . .��. . �r � .- � _ , � � .; . . �. : . . . � _ .. - . _ . . . . _ ' _ 4" _ '.' , . . . ' . . .. .. , .� .. .� :� . a , " - .. , _ �p+ a, � ' . . _ . _ .. .� � ,� . . � . _ . .. . .. . . � �. _�� „ .. . • " Z��. � � � .. . .. , . � � ' � � ' . . � . � . � �� CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 I �j STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Terminology .......................................................................................................... l 1.01 Defined Terms ..............................................................................................................................1 1.02 Terminology .................................................................................................................................6 Article2 — Preliminary Matters ........................................................................................................................7 2.01 Copies of Documents ...................................................................................................................7 2.02 Commencement of Contract Time; Notice to Proceed ................................................................7 2.03 Starting the Worlc ..........................................................................................................................7 2.04 Before Starting Construction ........................................................................................................7 2.05 Preconstruction Conference .........................................................................................................8 2.06 Public Meeting ..............................................................................................................................8 2.07 Initial Acceptance of Schedules ...................................................................................................8 ...............................................8 ...............................................8 ...............................................9 ...............................................9 ............................................ 10 ............................................ 10 . .................................................................................................. � n Article 3— Contract Documents: Intent, Amending, Reuse ......................... 3.01 Intent .......................................................................................... 3.02 Reference Standards .................................................................. 3.03 Reporting and Resolving Discrepancies ................................... 3.04 Amending and Supplementing Contract Documents ............... 3.05 Reuse of Documents .................................................................. 3 06 Electronic Data Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points ......................................................................................................... 11 4.01 Availability of Lands ................................................................................................................. ll 4.02 Subsurface and Physical Conditions ......................................................................................... 11 ' 4.03 Differing Subsurface or Physical Conditions ........................................................................... 12 4.04 Underground Facilities .............................................................................................................. 13 4.05 Reference Points ........................................................................................................................ 14 ' 4.06 Hazardous Environmental Condition at Site ............................................................................. 14 Articie 5— Bonds and Insurance .................................................................................................................... 15 5.01 Licensed Sureties and Insurers .................................................................................................. 15 5.02 Performance, Payment, and Maintenance Bonds ..................................................................... 15 5.03 Certificates of Insurance ............................................................................................................ 16 5.04 Contractor's Insurance ............................................................................................................... 18 5.05 Acceptance of Bonds and Insurance; Option to Replace .......................................................... 19 Article 6— Contractor's Responsibilities ....................................................................................................... 19 6.01 Supervision and Superintendence ............................................................................................. 19 6.02 Labor; Worlcing Hours .............................................................................................................. 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 6.03 6.04 6.05 6.06 6.07 6.08 6.09 6.10 6.11 6.12 6.13 6.14 6.15 6.16 6.17 6.18 6.19 6.20 6.21 6.22 6.23 6.24 Services, Materials, and Equipment .......................................................................................... 20 ProjectSchedule ........................................................................................................................ 20 Substitutesand "Or-Equals" ...................................................................................................... 21 Concerning Subcontractors, Suppliers, and Others .................................................................. 23 WageRates ................................................................................................................................ 25 Patent Fees and Royaities .......................................................................................................... 26 Permitsand Utilities .................................................................................................................. 26 Lawsand Regulations ............................................................................................................... 27 Taxes.......................................................................................................................................... 27 Use of Site and Other Areas ...................................................................................................... 28 RecordDocuments .................................................................................................................... 29 Safetyand Protection ................................................................................................................. 29 SafetyRepresentative ................................................................................................................ 30 Hazard Communication Programs ............................................................................................ 30 Emergencies and/or Rectification ............................................................................................. 30 Submittals.................................................................................................................................. 31 Continuingthe Worlc ................................................................................................................. 32 Contractor's General Warranry and Guarantee ......................................................................... 32 Indemnification........................................................................................................................ 33 Delegation of Professional Design Services ............................................................................. 33 Rightto Audit ............................................................................................................................ 34 Nondiscrimination..................................................................................................................... 34 Article 7- Other Worlc at the Site ................................................................................ 7.01 Related Worlc at Site ................................................................................. 7.02 Coordination ............................................................................................. ..................... 35 ..................... 35 ..................... 35 Article 8- City's Responsibilities ................................................................................................................. 36 8.01 Communications to Contractor ................................................................................................. 36 8.02 Furnish Data .............................................................................................................................. 36 8.03 Pay When Due ........................................................................................................................... 36 8.04 Lands and Easements; Reports and Tests ................................................................................. 36 8.05 Change Orders ........................................................................................................................... 36 8.06 Inspections, Tests, and Approvals ............................................................................................. 36 8.07 Limitations on City's Responsibilities ...................................................................................... 36 8.08 Undisclosed Hazardous Environmental Condition ................................................................... 36 8.09 Compliance with Safety Program ............................................................................................. 37 Article 9- City's Observation Status During Construction .......................................................................... 37 9.01 City's Project Representative .................................................................................................... 37 9.02 Visits to Site ............................................................................................................................... 37 9.03 Authorized Variations in Worlc ................................................................................................. 37 9.04 Rejecting Defective Worlc ......................................................................................................... 37 9.05 Determinations for Worlc Performed ........................................................................................ 38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Worlc .................... 38 Article 10 - Changes in the Worlc; Claims; Extra Worlc ........................................................... 10.01 Authorized Changes in the Worlc .......................................................................... � . . C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 201 I 10.02 Unauthorized Changes in the Worlc ..................................... 10.03 Execution of Change Orders ................................................ 10.04 Extra Worlc ........................................................................... 10.05 Notification to Surety ........................................................... 10.06 Contract Claims Process ....................................................... ..................................................... 38 ..................................................... 38 ..................................................... 39 ..................................................... 39 ..................................................... 39 Article 11 - Cost of the Worlt; Ailowances; Unit Price Worlc; Plans Quantity Measurement .................... 40 ' 11.01 Cost of the Worlc ........................................................................................................................ 40 11.02 Allowances ................................................................................................................................ 43 11.03 Unit Price Worlc ......................................................................................................................... 43 11.04 Plans Quantity Measurement .................................................................................................... 45 Article 12 - Change of Contract Price; Change of Contract Time ............................................................... 45 12.01 Change of Contract Price .......................................................................................................... 45 12.02 Change of Contract Time .......................................................................................................... 46 12.03 Delays .........................................................:.............................................................................. 47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Worlc ..................... 47 13.01 Notice of Defects ....................................................................................................................... 47 13.02 Access to Work .......................................................................................................................... 47 13.03 Tests and Inspections ................................................................................................................. 48 13.04 Uncovering Worlc ...................................................................................................................... 49 13.05 City May Stop the Work ........................................................................................................... 49 13.06 Correction or Removal of Defective Worlc ............................................................................... 49 13.07 Correction Period ....................................................................................................................... 50 13.08 Acceptance of Defective Worlc ................................................................................................. 51 13.09 City May Correct Defective Work ............................................................................................ 51 Article 14 - Payments to Contractor and Completion ................................................................................... 51 14.01 Schedule of Values .................................................................................................................... 51 14.02 Progress Payments ..................................................................................................................... 52 14.03 Contractor's Warranty of Title .................................................................................................. 54 14.04 Partial Utilization ....................................................................................................................... 54 14.05 Final Inspection ......................................................................................................................... 55 14.06 Final Acceptance ....................................................................................................................... 55 14.07 Final Payment ............................................................................................................................ 55 14.08 Final Completion Delayed and Partial Retainage Release ....................................................... 56 14.09 Waiver of Claims ....................................................................................................................... 56 Article 15 - Suspension of Worlc and Termination ....................................................................................... 56 15.01 City May Suspend Worlc ........................................................................................................... 56 15.02 City May Terminate for Cause .................................................................................................. 57 15.03 City May Terminate For Convenience ...................................................................................... 59 Article 16 - Dispute Resolution ..................................................................................................................... 61 16.01 Methods and Procedures ........................................................................................................... 61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 201 l Article 17 — Miscellaneous ................................................................................... 17.01 Giving Notice ................................................................................... 17.02 Computation of Times ...................................................................... 17.03 Cumulative Remedies ....................................................................... 17.04 Survival of Obligations ..................................................................... 17.05 Headings ........................................................................................... ......................................... 61 ......................................... 61 ......................................... 62 ......................................... 62 ......................................... 62 ......................................... 62 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �z oo - i GENERAL CONDITIONS Page I of 62 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initiai capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement—The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friabie or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Ativard — Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Worlc to be performed. 7. Bidder The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Dcry — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 12. Change Order A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �2 00 - 2 GENERAL CONDITIONS Page 2 of 62 adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform speciiic duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Worlc is to be performed. 14. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Claim—A demand or assertion by City or Contractor seelcing an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 18. Contract—The entire and integrated written document between the City and Contractor concerning the Worlc. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contrnct Docz�ments—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price—The moneys payable by City to Contractor for completion of the Worlc in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Worlc). 21. Contrcrct Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Worlc so that it is ready for Final Acceptance. 22. Contractor The individual or entity with whom Ciry has entered into the Agreement. 23. Cost of the Worlc See Paragraph 11.01 of these General Conditions for definition. 24. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. CITY OF FORT WORTH STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS Revised: September 8, 2011 007200-3 GENERAL CONDITIONS Page 3 of 62 26. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Commzrnity Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development — The of�cially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Worizs — The ofiicially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Worlc to be performed by Contractor. Submittals are not Drawings as so defined. 32. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. ' 34. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra worlc shall be part of the Worlc. 35. Field Order—A written order issued by City which requires changes in the Worlc but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. 36. Final Acceptance — The written notice given by the City to the Contractor that the Worlc specified in the Contract Documents has been completed to the satisfaction of the City. 37. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Worlc, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 38. General Requzrements—Sections of Division 1 of the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 4 GENERAL CONDITIONS Page 4 of 62 39. Hazardozis Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. Hazardozrs Waste—Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. Laws and Regzrlations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 42. Liens—Charges, security interests, or encumbrances upon Project funds, real property, ar personal property. 43. Mcrjor Item — An Item of worlc included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 44. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Worlc. 45. Notice of Award—The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed—A written notice given by City to Contractor �xing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Worlc specified in Contract Documents. 47. PCBs—Polychlorinated biphenyls. 48. Petrolezrm—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, lcerosene, and oil mixed with other non-Hazardous Waste and crude oils. 49. Plans — See definition of Drawings. 50. Project Schedzile—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Worlc within the Contract Time. 51. Project—The Worlc to be performed under the Contract Documents. 52. Project Representative—The authorized representative of the City who will be assigned to the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �z oo - s GENERAL CONDITIONS Page 5 of 62 53. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 55. Regzclar Worizing Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 56. Samples—Physical examples of materials, equipment, or worlcmanship that are representative of some portion of the Worlc and which establish the standards by which such portion of the Work wiil be judged. 57. Schedzrle of Sirbmittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related ' construction activities. 58. Schedzrle of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Worlc and used as the basis for reviewing Contractor's Applications for Payment. 59. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Worlc is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 60. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and worlcmanship as applied to the Work, and certain administrative requirements and procedural matters applicabie thereto. 61. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Worlc at the Site. 62. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Worlc. 63. Successfitl Bidder—The Bidder submitting the lowest and most responsive Bid to whom City malces an Award. 64. Si�perintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 65. Sz{pplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 201 I 007200-6 GENERAL CONDITIONS Page 6 of 62 66. Szrpplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Worlc by Contractor or Subcontractor. 67. Undergrozrnd Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanlcs, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electriciry, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, stoim water, other liquids or chemicals, or traffic or other control systems. 68. Unit Price Woriz See Paragraph 11.03 of these General Conditions for definition. 69. Weekend Worizing Hozirs — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 70. Woriz The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Worlc includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 71. Worlting Dcry — A worlcing day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of worlc underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not deiined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms orAdjectives: 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" ar terms of lilce effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of lilce effect or import are used to describe an action or determination of City as to the Worlc. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Worlc for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �a oo - � GENERAL CONDITIONS Page 7 of 62 1. The word "defective," when modifying the word "Worlc," refers to Worlc that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval refer�ed to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Suppiy," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Worlc including all necessary labor, materials, equipment, and everything necessary to perform the Worlc indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-lcnown technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Docarments City shall furnish to Contractor one (1) original executed copy and one (1) electronic eopy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Constructzon Baseline Schedzrles: Submit in accordance with the Contract Documents, and prior to staring the Worlc. CITY OF FORT WORTH ' STANDAIZD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 oo�zoo-s GENERAL CONDITIONS Page 8 of 62 2.05 Preconstrzrction Conference Before any Worlc at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Before any Worlc at the Site is started, Contractor shall attend the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedudes No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereo� to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in vaiying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various pai�ts of a section or articles within a part depending on the format of the section. The Contractor shall not talce advantage of any variation of form, format or style in malcing Contract Claims. E. The cross referencing of speciiication sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Worlc under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 201 I 007200-9 GENERAL CONDITIONS Page 9 of 62 3.02 Reference Standards A. Standards, Speciiications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Worlc or any duty or authority to undertalce responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: Contractor's Review of Contract Documents Before Starting Work: Before undertalcing each part of the Worlc, Contractor shall carefully study and compare the Contract Documents and checic and verify pertinent figures therein against all applicable fieid measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual lcnowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Cont�^actor's Review of Contract Documents Dzrring Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicabie Law or Regulation ,(b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Worlc affected thereby (except in an emergency as required by Paragraph 6.17.A) until an amendment or suppiement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual lcnowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specificaily stated in the Contract Documents, the provisions of the Contract Documents shall talce precedence in resolving any conflict, error, ambiguity, or CITY OF FORT WORTH STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 10 GENERAL CONDITIONS Page 10 of 62 discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Sz�pplenaenting Contract Doczcments A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Worlc or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Worlc not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Rezrse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereo� prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Speci�cations, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies (also lcnown as hard copies). Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole CITY OF FORT WORTH STANDAI2.D CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 11 GENERAL CONDITIONS Page 11 of 62 rislc. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party malces no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application pacicages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Worlc. City wili obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonabie written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Worlc is to be performed. C. Contractor shail provide for all additionai lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subszrrface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports lcnown to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings lcnown to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 201 I 00 �a oo - iz GENERAL CONDITIONS Page 12 of 62 4.03 B. Limited Reliance by Contractor on Technical Data Az�thorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not malce any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in worlc of the character provided for in the Contract Documents; then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or perForming any Worlc in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjzrstments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: Contractor lcnew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or CITY OF FORT WORTH STANDAIZD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 20l I 00 72 00-13 GENERAL CONDITIONS Page 13 of 62 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Unde� grozrnd Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checicing all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Worlc with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Worlc. B. Not Shown or Indicated: l. If an Underground Facility which conflicts with the Worlc is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Worlc in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shail inciude notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. CITY OF FORT WORTH STANDAF2D CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 14 GENERAL CONDITIONS Page 14 of 62 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Worlc. City will provide construction stalces or other customary method of marlcing to establish line and grades for roadway and utility construction, centerlines and benchmarlcs for bridgeworlc. Contractor shall protect and preserve the established reference points and property monuments, and shall malce no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardozrs Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings lcnown to Ciry relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliarrce by Contr�actor on Technical Data Aarthorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not malce any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of const�-uction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Worlc. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �a oo - i s GENERAL CONDITIONS Page I S of 62 D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Worlc in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or talce corrective action, if any. E. Contractor shall not be required to resume Worlc in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Worlc; or (ii) specifying any special conditions under which such Worlc may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Worlc based on a reasonable belief it is unsafe, or does not agree to resume such Worlc under such special conditions, then City may order the portion of the Worlc that is in the area affected by such condition to be deleted from the Worlc. City may have such deleted portion of the Worlc performed by City's own forces or others. G. To the fzrllest extent permitted by Laws and Regzilations, Contractor shall indemn� and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engzneers, architects, attorneys, and other professionals and all cozrrt or arbitration or other dispute resolution costs) arising ozrt of or relating to a HazaYdous Environmental Condition created by Contractor o�• by anyone for tivhom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemn� any individaial or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. :: .:�►1 �_►1 _► �:_� - 5.01 Lzcensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shali also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shail furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - l6 GENERAL CONDITIONS Page 16 of 62 security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Worlc described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Cont�•act Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attomey-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared banlcrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insz�Yance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for worlcers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Rislc Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �z oo - i � GENERAL CONDITIONS Page 17 of 62 Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certiiicate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such msurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are detertnined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stocicholders' equity. In lieu of traditional insurance, alternative coverage maintained through insurance pools or rislc retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to malce reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Worlc by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may malce any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 oo�aoo-ia GENERAL CONDITIONS Page 18 of 62 conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either parry or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Inszrrc�nce A. Worizers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Worlcers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Worlc being perfortned and as will provide protection from claims set forth below which may arise out of or result from Contractor's pei-formance of the Worlc and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Worlc, or by anyone for whose acts any of them may be liable: 1. claims under worlcers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sicicness or disease, or death of Contractor's employees. B. Conamercial Genercrl Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured cont�•act. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. � For construction projects that present a substantial completed operation exposure, the Ciry may require the contractor to maintain completed operations coverage for a minimum of no less than tluee (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Azrtomobzle Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the worlc, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 201 I 00 72 00 - 19 GENERAL CONDITIONS Page l9 of 62 anyone directly or indirectly employed by any of them to perform any of the Worlc, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the worlc or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Polzcy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worlced pursuant to this section. 5.05 Acceptance of Bonds and Inszrrance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Worlc, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Szrpervision and Szrperintendence A. Contractor shall supervise, inspect, and direct the Worlc competently and efficiently, devoting such attention thereto and applying such slcills and expertise as may be necessary to perform the Worlc in accordance with the Contract Documents. Contractor shall be solely responsible far the means, methods, techniques, sequences, and procedures of construction. B. At ail times during the progress of the Worlc, Contractor shall assign a competent, English- spealcing, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shail have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Worliing Hoarrs A. Contractor shall provide competent, suitably qualified personnel to perform construction as ' required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �a oo - ao GENERAL CONDITIONS Page 20 of 62 B. Except as otherwise required for the safety or protection of persons or the Worlc or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Worlc at the Site shall be performed during Regular Worlcing Hours. Contractor will not permit the performance of Worlc beyond Regular Worlcing Hours or for Weelcend Worldng Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Worlc: for beyond Regular Worlcing Hours request must be made by noon at least two (2) Business Days prior 2. for Weelcend Worlcing Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6:03 Servzces, Materials, and Eqz�ipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Worlc. B. All materials and equipment incorporated into the Worlc shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactoiy evidence (including reports of required tests) as to the source, lcind, and quality of materials and equipment. C. All materials and equipment to be incoiporated into the Worlc shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Worlc shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedzrle A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMEN"CS Revised: September 8, 2011 oo�aoo-at GENERAL CONDITIONS Page 21 of 62 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification O1 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitzrtes and "Or-Eqirals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no lilce, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or-Eqzral " Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Worlc will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.OS.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Worlc: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.OS.A.1, it may be submitted as a proposed substitute item. CITY OF FORT WORTH STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �a oo - az GENERAL CONDITIONS Page 22 of 62 b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall malce written application to City for review of a proposed substitute item of material or equipment that Contractor seelcs to furnish or use. The application shall comply with Section O1 25 00 and: 1) shall certify that the proposed substitute item will: a) perfoim adequately the functions and achieve the results called for by the general design; b) be similar in substance to that speci�ed; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Worlc will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other worlc on the Project) to adapt the design to the proposed substitute item; c) whether incorporation or use of the proposed substitute item in connection with the Worlc is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 20( l 00 72 00 - 23 GENERAL CONDITIONS Page 23 of 62 B. Szrbstitute Constrzrction Methods or Procedzrres: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall malce written application to City for review in the same manner as those provided in Paragraph 6.OS.A.2. C. City's Evalzration: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.OS.A and 6.OS.B. City may require Contractor to furnish additional �data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is compiete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or-equal." City will advise Contractor in writing of its determination. D. Special Ga�arantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemn� and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising ozrt of the zrse of szrbstituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.OS.A.2 and 6.OS.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for mal�ing changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal" at Contractor's expense. G. City Substitzcte Reimbzrrsement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Szrppliers, and Others A. Contractor shall perform with his own arganization, worlc of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entiry to furnish or C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 24 GENERAL CONDITIONS Page 24 of 62 perfarm any of the Worlc against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority and Women Otivned Bz�siness Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by Ciry, provide complete and accurate information regarding actual worlc performed by a MWBE on the Contract and payment therefor. 2. Contractor will not malce additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any boolcs, records, or files in the possession of the Contractor that will substantiate the actual worlc performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Cont�actor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Worlc just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Worlc of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Worlc under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Worlc shall communicate with City through Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �a oo - as GENERAL CONDITIONS Page 25 of 62 H. All Worlc performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 yVage Rates A. Dz�ty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day ar part of the day that the worlcer is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cazrse. On receipt of information, including a complaint by a worlcer, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall malce an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worlcer of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Reqzrired if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worlcer does not resolve the issue by agreement before the 15th day after the date the City malces its initiai determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the l lth day after the date that arbitration is required, a district court shall appoint an arbit�ator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shail, for a period of three (3) years following the date of acceptance of the worlc, maintain records that show (i) the name and occupation of each worlcer employed by the Contractor in the construction of the Worlc provided for in this Contract; and (ii) the actual per diem wages paid to each worlcer. The records shall be CITY OF FORT WORTH STANDARD CONSTRUCTION SI'ECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 26 GENERA� CONDITIONS Page 26 of 62 open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Paynzents. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Worlc or the incorporation in the Worlc of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Worlc and if, to the actual lcnowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the firllest extent permrtted by Laws and Regzilations, Contractor shall zndemn� and hold harrnless City, fi�om and agc�inst all claims, costs, losses, crnd damages (incl2�ding but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all cozrrt or af�bitratzon or other dispzrte resolz�tion costs) aYising ozrt of or relating to any infringement of patent rights or copyrights incident to the zise in the pe�formance of the Work or resulting from the incorporation in the Worlc of any invention, clesign, process, prodzrct, or device not specified in the Contract Docz�naents. 6.09 Permzts and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shail pay all governmental charges and inspection fees necessary for the prosecution of the Worlc which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Worlc. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �a oo - 2� GENERAI. CONDITIONS Page 27 of 62 responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Pertnits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regzrlations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations � applicable to the performance of the Worlc. Except where otherwise expressly required by � applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's E compliance with any Laws or Regulations. B. If Contractor performs any Worlc lcnowing or having reason to lcnow that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to ail fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Worlc. However, it shall not be Contractor's responsibility to malce certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not lcnown at the time of opening of Bids having an effect on the cost or time of performance of the Worlc may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the CITY OF FORT WORTH STANDAItD CONSTRUCTiON SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �z oo - zg GENERA� CONDITIONS Page 28 of 62 provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 7871 l; or 2. http://www.window.state.�.us/taxinfo/taxfon�ls/93-fot7ns.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: l. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of worlcers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the perfoimance of the Worlc. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Worlc, the City may require the Contractor to finish the section on which operations are in progress before worlc is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Worlc, Contractor shall promptly attempt to resolve the Damage Claim. 4. Purszrant to Par�agraph 6.21, Contractof� shall indemnify and hold harmless City, fro�n and against all claims, costs, losses, and damages ariszng ozrt of or relating to any claim or action, legal os° eqzritable, brozrght by any szrch owner or occzipant against City. B. Removal of Debris Dzrring PerfoYmance of the Work: During the progress of the Worlc Contractor shall lceep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Mazntei�ance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may talce such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �2 00 - a� GENERAL CONDITIONS Page 29 of 62 notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Worlc Contractor shall clean the Site and the Worlc and malce it ready for utilization by City or adjacent property owner. At the completion of the Woric Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and suiplus materials and shall restore to original condition or better all properry disturbed by the Worlc. E. Loading Structzrres: Contractor shall not load nor permit any part of any structure to be loaded in any manner that wili endanger the structure, nor shall Contractor subject any part of the Work or adjacent properry to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Woric, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Worlc. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or properiy in the performance of their worlc, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: l. all persons on the Site or who may be affected by the Worlc; 2. all the Worlc and materiais and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, wallcs, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 30 GENERAL CONDITIONS Page 30 of 62 prosecution of the Worlc may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 614.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Worlc, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Worlc shall continue until such time as all the Worlc is completed and City has accepted the Worlc. 6.15 Safety Repr�esentative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Commzinication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectzfication A. In emergencies affecting the safety or protection of persons or the Worlc or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant changes in the Worlc or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action talten by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such worlc or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to talce remedial action to correct the condition. In the event the Contractor does not talce positive steps to fulfill this written request, or does not show just cause for not talcing the proper action, within 24 hours, the City may talce such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 20l 1 00 72 00-31 GENERAL CONDITIONS Page 31 of 62 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or talce responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Suppiier, pertinent data such as catalog numbers, � the use for which intended and other data as City may require to enable City to review the , submittal for the limited purposes required by Paragraph 6.18.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals wiil, after installation or incorporation in the Worlc, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 32 GENERAL CONDITIONS Page 32 of 62 acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section O1 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continzring the Woriz Except as otherwise provided, Contractor shall carry on the Worlc and adhere to the Project Schedule during all disputes or disagreements with City. No Worlc shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Corrtractor's Gener�al War��anty and Gzrarantee A. Contractor warrants and guarantees to City that all Worlc will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Worlc in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Worlc that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Worlc in accordance with the Contract Documents: l. observations by City; 2. recommendation or payment by City of any progress or fnal payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Worlc or any part thereof by City; 5. any review and acceptance of a Submittal by City; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00-33 GENERAL CONDITIONS 6. any inspection, test, or approval by others; or 7. any correction of defective Worlc by City. Page 33 of 62 D. The Contractor shall remedy any defects or damages in the Woric and pay for any damage to other worlc or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Worlc unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arisirig out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART BY ANY ACT OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its of�cers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are speciiically required by the Contract Documents for a portion of the Worlc or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specificaliy required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Worlc designed or certified CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 34 GENERAL CONDITIONS Page 34 of 62 by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such seivices must satisfy. D. Pursuant to this Paragraph 6.22, Ciry's review and acceptance of design calculations and design drawings will be only for the limited purpose of checicing for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Ai�dit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent boolcs, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Worlcing Hours to all necessary Contractor facilities and shall be provided adequate and appropriate worlc space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent boolcs, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Worlcing Hours to all Subcontractor facilities, and shall be provided adequate and appropriate worlc space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscri�nination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. CITY OF FORT WORTH STANDAIZD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00-35 GENERAL CONDITIONS Page 35 of 62 B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7— OTHER WORK AT THE SITE 7.01 Related Work at Site ' A. City may perform other work related to the Project at the Site with City's employees, or other ' City contractors, or through other direct contracts therefor, or have other worlc performed by utility owners. If such other worlc is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other worlc; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other worlc with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other worlc, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Worlc that may be required to properly connect or otherwise malce its several parts come together and properly integrate with such other worlc. Contractor shall not endanger any worlc of others by cutting, excavating, or otherwise altering such worlc; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose worlc will be affected. C. If the proper execution or results of any part of Contractor's Worlc depends upon work performed by others under this Article 7, Contractor shall inspect such other worlc and promptly report to City in writing any delays, defects, or deficiencies in such other worlc that render it unavailable or unsuitable for the proper execution and results of Contractor's Worlc. Contractor's failure to so report will constitute an acceptance of such other worlc as fit and proper for integration with Contractor's Worlc except for latent defects in the warlc provided by others. 7.02 Coordination A. If City intends to contract with others for the performance of other worlc on the Project at the Site, the following will be set forth in Supplementaiy Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00-36 GENERAL CONDITIONS Page 36 of 62 ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Commzinications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 FZ�rnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall malce payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering suiveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and malcing available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by Ciry in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, anc�'Approvals City's responsibiliry with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. 8.07 Limitntions on City's Responsibilitzes A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Worlc. City will not be responsible for Contractor's failure to perform the Worlc in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardozrs Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. CITY OF FORT WORTH STANDAIZD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 3'I GENERAL CONDITIONS Page 37 of 62 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 614. ARTICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative City wili provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. The Project Representative(s) will be as provided in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Representative will malce visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to malce exhaustive or continuous inspections on the Site to checic the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Worlc wili conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. 9.03 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Worlc involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Worlc which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Worlc as provided in Article 13, whether or not the Worlc is fabricated, installed, or completed. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS Revised: September 8, 2011 00 72 00 - 38 GENERAL CONDITIONS Page 38 of 62 9.05 Determinations foi� Woriz Performed Contractor will determine the actual quantities and classifications of Worlc performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. Ciry's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Cont�act Documents and judge of the acceptability of the Worlc thereunder. B. Ciry will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 A2ithoi°ized Changes in the Woriz A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Worlc. Upon notice of such Extra Worlc, Contractor shall promptly proceed with the Worlc involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Worlc shall be memorialized by a Change Order which may or may not precede an order of Extra worlc. B. For minor changes of Worlc not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. 10.02 Unazithorized Changes in the Woi�Ic Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any worlc performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Ordef s A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Worlc which are: (i) ordered by City pursuant to Paragraph 10.O1.A, (ii) required because of acceptance of defective Worlc under Paragraph 13.08 or City's correction of defective Worlc under Paragraph 13.09, or (iii) agreed to by the parties; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS Revised: September 8, 2011 00 72 00-39 GENERA� CONDITIONS Page 39 of 62 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Worlc actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Bxtra Worlc, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the worlc after malcing written request for written orders and shall lceep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Worlc shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Worlc whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unlcnown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged worlc as a result of the change or Extra Worlc. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Worlc or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. 10.06 Contract Claims Pfrocess A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the pariy malcing the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 40 GENERAL CONDITIONS Page 40 of 62 allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, talce one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Cont�act Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor involce the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Worli A. Costs Inclzrded: The term Cost of the Worlc means the sum of all costs, except those excluded in Paragraph 11.O1.B, necessarily incurred and paid by Contractor in the proper performance of the Worlc. When the value of any Worlc covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Worlc. Such costs shall not include any of the costs itemized in Paragraph 11.O1.B, and shall include but not be limited to the following items: CITY OF FORT WORTH STANDAIZD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00-41 GENERAL CONDITIONS Page 41 of 62 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Woric under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Worlc. Payroll costs for employees not employed full time on the Worlc shall be apportioned on the basis of their time spent on the Worlc. Payroll costs shall include; a. salaries with a 55% marlcup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, heaith and retirement beneiits, bonuses, sicic leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Worlcing Hours, Weelcend Worlcing Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Warlc, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereo£ All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Worlc. 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Worlc plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Worlc and fee as provided in this Paragraph 11.01. ' S. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Worlc. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Worlc. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �2 00 - aa GENERAL CONDITIONS Page 42 of 62 owned by the worlcers, which are consumed in the performance of the Warlc, and cost, less marlcet value,. of such items used but not consumed which remain the properry of Contractor. c. Sales, consumer, use, and other similar taxes related to the Worlc, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Worlc, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the War�lc, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Worlc for the purpose of determining Contractor's fee. £ The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Worlc. h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Exclzided: The term Cost of the Worlc shall not include any of the following items: 1. Payroll costs and other compensation of Contractar's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timelceepers, clerlcs, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Worlc and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.O1.A.1 or specifically covered by Paragraph 11.O1.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Worlc and charges against Contractor for delinquent payments. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 20l I 00 72 00 - 43 GENERAL CONDITIONS Page 43 of 62 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Worlc, disposal of materials or equipment wrongly supplied, and malcing good any damage to property. 5. Other overhead or general expense costs of any lcind. C. Contractor's Fee: When all the Worlc is performed on the basis of cost-plus, Contractor's fee ' shall be determined as set forth in the Agreement. When the value of any Worlc covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C. D. Docirmentation: Whenever the Cost of the Worlc for any purpose is to be determined pursuant to Paragraphs 11.O1.A and 11.O1.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost brealcdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Worlc so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: a. the pre-bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre-bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Worlc covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Wo�^k A. Where the Contract Documents provide that all or part of the Worlc is to be Unit Price Worlc, initially the Contract Price will be deemed to include for all Unit Price Worlc an amount equal to CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �z oo - aa GENERAL CONDITIONS Page 44 of 62 the sum of the unit price for each separately identified item of Unit Price Worlc times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Worlc are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractar will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Worlc described in the Cont�act Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shail be considered incidental to unit price worlc listed and the cost of incidental work included as part of the unit price. D. City may malce an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Worlc performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Worlc. E. Increased or Decreased Qzrantities: The City reseives the right to order Extra Worlc in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of worlc under the Contract Documents, the altered worlc will be paid for at the Contract unit price. 2. If the changes in quantities or alterations significantly change the character of worlc, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Worlc and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of worlc occurs when: a. the character of worlc for any Item as altered differs materially in lcind or nature from that in the Contract or b. a Major Item of worlc varies by more than 25% from the original Contract quantity. 5. When the quantity of worlc to be done under any Major Item of the Cont�act is more than 125% of the original quantity stated in the Contract, then either pariy to the Contract may request an adjustment to the unit price on the portion of the worlc that is above 125%. CITY OF FORT WORTH STANDAItD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 45 GENERAL CONDITIONS Page 45 of 62 6. When the quantity of worlc to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Qtrantity Measurement A. Plans quantities may or may not represent the exact quantity of worlc performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized worlc done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than '- $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans ' quantity. E. For callout worlc or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Worlc covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Worlc involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.O1.C.2), and shall include the cost CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 46 GENERAL CONDITIONS Page 46 of 62 of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Worlc; or 3. where the Worlc involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.O1.B.2, on the basis of the Cost of the Worlc (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.O1.C). C. Contr�actor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Worlc: a. for costs incurred under Paragraphs 11.O1.A.1, 11.O1.A.2. and 11.O1.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.O1.A.4 and 11.O1.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Worlc plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2.a and 12.O1.C.2.b is that the Subcontractor who actually performs the Worlc, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.O1.A.6, and 11.O1.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 47 GENERAL CONDITIONS Page 47 of 62 B. No extension of the Contract Time will be allowed for Extra Worlc or for claimed delay unless the Extra Worlc contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Worlc or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Worlc within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other worlc as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Worlc, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Worlc of which City has actual knowledge will be given to Contractor. Defective Worlc may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Woriz City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Worlc at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions far such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 48 GENERAL CONDITIONS Page 48 of 62 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Worlc for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Worlc (or part thereo� to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Warlc; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Worlc. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Worlc, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Cont�actor; 2. Should any Testing under this Section 13.03 D result in a"faii", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Worlc (or the worlc of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Worlc for observation. F. Uncovering Worlc as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to malce a Contract Claim regarding any retest or invoice issued under Section 13.03 D. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 20 (1 00 72 00 - 49 GENERAI CONDITIONS Page 49 of 62 13.04 Uncovering Woriz A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Worlc be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise malce available for observation, inspection, or testing as City may require, that portion of the Worlc in question, furnishing all necessary labor, material, and equipment. l. If it is found that the uncovered Worlc is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Worlc in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Worlc. 2. If the uncovered Worlc is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Worlc is defective, or Contractor fails to supply sufficient slcilled woricers or suitable materials or equipment, or fails to perform the Worlc in such a way that the completed Worlc will conform to the Contract Documents, City may order Contractor to stop the Worlc, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Worlc shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Woriz A. Promptly after receipt of written notice, Contractor shall conect all defective Worlc pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Worlc has been rejected by City, remove it from the Project and replace it with Worlc that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Worlc shall not constitute acceptance of such Worlc. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 201 I 00 72 00 - 50 GENERAL CONDITIONS Page 50 of 62 B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall talce no action that would void ar otherwise impair City's special warranty and guarantee, if any, on said Worlc. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Worlc is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Worlc; or if the defective Worlc has been rejected by City, remove it from the Project and replace it with Worlc that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Worlc, to the worlc of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious rislc of loss or damage, City may have the defective Worlc corrected or repaired or may have the rejected Worlc removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of worlc of others) will be paid by Contractor. C. 'In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Worlc, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Worlc (and damage to other Worlc resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction pei-iod hereunder with respect to such Worlc may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. CITY OF FORT WORTH STANDt1RD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 20l ( oo�aoo-st GENERAL CONDITIONS Page 51 of 62 13.08 Acceptance of Defective Worlc If, instead of requiring correction or removal and replacement of defective Worlc, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Worlc and for the diminished value of the Worlc to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Worlc, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Worlc so accepted. 13.09 City May Cof�rect Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Worlc, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Worlc in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, talce possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Worlc all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Worlc; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Worlc attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of T�alires The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �a oo - sa GENERAL CONDITIONS Page 52 of 62 acceptable to City. Progress payments on account of Unit Price Worlc will be based on the number of units completed. 14.02 Progress Payments A. Applicatiorts for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Worlc completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Worlc but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a biil of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Worlc have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. B. Review ofApplications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may malce the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Worlc, and on City's review of the Application for Payment and the accornpanying data and schedules, that to the best of City's lcnowledge: a. the Worlc has progressed to the point indicated; b. the quality of the Worlc is generally in accordance with the Contract Documents (subject to an evaluation of the Worlc as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00-53 GENERA� CONDITIONS Page 53 of 62 determination of quantities and classiiications for Worlc performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to checic the quality or the quantity of the Work as it has been performed have been e�chaustive, extended to every aspect of the Worlc in progress, or involved detailed inspections of the Worlc beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Worlc. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revolce any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Worlc has been damaged by the Contractor or his subcontractors, requiring conection or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Worlc or complete Worlc in accordance with Paragraph 13.09; or e. City has actual lcnowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be iive percent (5%). D. Liquidated Dczmages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 54 GENERA� CONDITIONS Page 54 of 62 E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to malce payment of the amount requested because: a. Liens have been filed in connection with the Worlc, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual lcnowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to malce payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Worlc, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. 14.04 Partial Utilization A. Prior to Final Acceptance of all the Worlc, City may use or occupy any substantially completed part of the Worlc which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Worlc that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Worlc. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Worlc which City determines to be ready for its intended use, subject to the following conditions: l. Contractor at any time may notify City in writing that Contractor considers any such part of the Worlc ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.OS.A.1, City and Contractor shall malce an inspection of that part of the Worlc to determine its status of completion. If City does not consider that part of the Worlc to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 �2 00 - s� GENERAL CONDITIONS Page 57 of 62 by these Contract Documents, for any reason, the City will malce no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Worlc for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall talce every precaution to prevent damage or deterioration of the worlc performed; he shall provide suitable drainage about the worlc, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project far the City. 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Worlc in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient slcilled worlcers or suitable materials or equipment, failure to adhere to the Project Schedule estabiished under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's MWBE ordinance established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly malce good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or CITY OF FORT WORTH STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00-58 GENERAL CONDITIONS Page 58 of 62 7. Substantial evidence that the Contractor has become insolvent or banlcrupt, or otherwise financially unable to carry on the Worlc satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identiiied in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Worlc. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Worlc. 2. If Contractor's services are terminated, Surety shall be obligated to talce over and perform the Worlc. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its obligations, then City, without process or action at law, may talce over any portion of the Worlc and complete it as described below. a. If City completes the Worlc, City may exclude Cont�•actor and Surety from the site and talce possession of the Worlc, and all materials and equipment incorporated into the Worlc stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Worlc as City may deem expedient. 3. Whether City or Surery completes the Warlc, Contractor shall not be entitled to receive any further payment until the Worlc is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Worlc, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Worlc performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Worlc, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in compieting the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 59 GENERAL CONDITIONS Page 59 of 62 6. Maintenance of the Worlc shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of � �� said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractar specifying the extent to which performance of Worlc under the contract is terminated, and the date upon which such termination becomes effective. Receipt af the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such tertnination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop warlc under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Worlc under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Worlc terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 60 GENERA� CONDITIONS Page 60 of 62 a. the fabricated or unfabricated parts, Worlc in progress, completed Worlc, supplies and other material produced as a part of, or acquired in connection with the performance of, the Worlc terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Worlc as shall not have been terminated by the notice of termination; and 6. talce such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of teimination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Worlc executed in accordance with the Contract Documents prior to the effective date of teimination, including fair and reasonable sums for overhead and profit on such Worlc; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection „ with uncompleted Worlc, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to tertnination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Worlc, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00-61 GENERA� CONDITIONS Page 61 of 62 on account of loss of anticipated profits or revenue or other economic loss arising out of or resuiting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods crnd Procedzrres A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: 1. elects in writing to involce any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address lcnown to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. CITY OF FORT WORTH STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 2011 00 72 00 - 62 GENERA� CONDITIONS Page 62 of 62 17.02 Compzitation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the iirst and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Worlcing Day shall become the last day of the period. 17.03 Czrmzrlative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 17.04 Szn�vival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Worlc or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised: September 8, 201 l 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 00 73 00 - 1 SUPPLEMENTARY CONDITIONS Page 1 of 6 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions These Supplementary Conditions modify and supplement Sectiou 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in filll force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in fiill force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, tmless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications and Specifications shall govern over standard details. SC-4.OlA Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.O1A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of Octobe�• S, 2011: Outstanding Right-Of-Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None None None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall with'rn five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement liue locations. SC-4.O1A.2, "Availability of Lands" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 A�G4R LAST SIDE UR13�N I7LLACE CSJ: 0902 =!8 325 C/TY" PROJECT NO. 00706, DOE: 60�8 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of Octobe�� S, 2011 EXPECTED OWNER UTILITY AND LOCATION TARGET DATE OF ADJUSTMENT None None None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Warlc None The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Worlc None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SG5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" inchiding their respective officers, directors, agents and employees. (1) City (2) Consultant: Freese and Nichols, Inc. (3) Other: None SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GG5.04 shall provide the following coverages for vot less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, lmder Paragraph GG5.04A. Stahtcto�y limits En�ployer's liability ,$100,000 each accident/occan•rer�ce $100,000 Disease - eacl� employee �'500,000 Disease - policy lirnit SG5.04B., "Contractor's Insurance" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November J, 201 l NE.9R EAST SID� URBAN i7LLAGE CSJ: 0902 =18 825 C/'lY'YIZOJECTA�0.00706, I�OI: 60.i8 00 73 00 - 3 SUPPLEMENTARY CONDITIONS Page 3 of 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 5.04B. Commercial General Liability, under Paragraph GG5.04B. Contractor's Liability Insurance under Paragraph GG5.04B., which shali be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occzn�rel�ce $2,000,000 a�gregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage nnist be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GG5.04C. Contractor's Liability Insurance under Paragraph GG5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. $1, DDO, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250, 000 Bodily Injzny per persorr / $500, D00 Bodily b�jariy per accidesit / $100,000 ProperryDanrage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks or>>ned and operated by None. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstnict the railroad company in any mamier whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a"Right of Entry Agreement" with the particular raiiroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contrachial Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage far not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues far so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Reqz�irec�fof• this Corrh�act N/A N/A ,Y Not ��eqtrired.for this Contract With respect to the above outlined insurance requirements, the following shall govern: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUIviENTS Revised Novemher 9, 2011 ArL'.4R E.9ST SIDE URB�I�V t 7LLAGE CSJ: 0902 d8 325 CITYPROJECTN0.00706, DOE: 6058 00 73 00 - 4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy ul the name of the railroad company. However, if more than one grade separation or at-grade crossiug is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of-way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at-grade crossing, other worlc or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at- grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy far that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commeuced until the Contractor has fitrnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance nmst be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specifed above must be carried uutil all Work to be perfornied on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insiu•ance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedtile shall be tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: Gey�ern! Decisro�� Nrr�i�be�: TX100042 09/r6/2011 TX92 SUT.Y2011-0�I7 08/03/2011 <Bua�sativ location, Reso�n�ces/02-Coi�stra�c/ion Doctur�ents/Construction Speclfication Boo/d05-Generul nnd Special Coi�c�'tior�,s/05.9-Wage Rate �Llc&C 7-8-08.pcff> SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known perniits and/or licenses required by the Contract to be acquired by the Contractor: Noiae SC-6.09B. "City obtained permits and licenses" The following are known pernlits and/or licenses required by the Contract to be acquired by the City: <If i�one then tiv�•ite "None ". 1. Street Permit (C'iry of Fort Wortla) 2. Access Per•nait (T.YDOT) SG6.09C. "Outstanding permits and licenses" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Noveiuber 9, 2011 NEAR E.4ST SIDE URBAN 17LLACF. CSJ: 0902 =18 825 C/TY PROJECT ND. 00706, DOE: 6058 007300-5 SUPPLEMENTARY CONDITIONS 1 2 3 4 5 Page 5 of 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The following is a list of known otttstanding permits and/or licenses to be acquired, if any as of No>>ember 9, 2011: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION None None SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" None During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor") agrees as follows: 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to nondiscrimination in Federally-assisted progranis of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiserimination: The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin, in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be perfornled under a subcontract, including procurements of materials or leases of equipment, each potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 4. Information and Reports: The Contractor shall provide all information and reports reqttired by the Regulations or directives issued pursuant thereto, and shall permit access to its boolcs, records, accounts, other sources of information and its facilities as may be determined by City or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the City, ar the Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the Texas Department of Trausportation may determine to be appropriate, including, but not limited to: a. withhold'ulg of payments to the Contractor tmder the Contract until the Contractor complies, and/or b. cancellation, termination or suspension of the Contract, in whole or in part. 6. Incorporation of Provisions: The Contractor shall inchide the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 TARGET DATE OF POSSESSION NE.9R EASTSIDL URBAN b7LLAGE CSJ: 0902 d8 825 CITYYROJECTA�0.00706, DOE: 6058 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as City or the Texas Department of Transportation may direct as a meaus of enforcing such provisions inchiding sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Additional Title VI requirements can be found in the Appendix. SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Sco e of Worlc Coordination Authorit No��e �Vone None 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 SC-8.01, "Communications to Contractor" None SC-9.01., "City's Project Representative" The following firm is a cousultant to the City responsible for constraction management of this Project: [Vone SC-13.03C., "Tests and Inspections" Grecn Cancrele Test: Slarmp, Air Conte�r�, Tentpernlure C.��an�ecl Cc»terete Tesl; 7 Dm� Compre.rsive Strertgth, 28 Dcry Cc'nrapr�es_rfve Stre�t�=th Li�>/ifrrtg Circ7rib�� Inspcsclic�tr SC-16.O1C1, "Metl�ods and Procedures" None 38 �ND OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 NEdR EAST SIDE URB�1N G'ILLAGE CSJ.• 0902 =l8 825 C/'lY PKOJECT N0. 00706, DOE: GO.i8 DISADVANTAGED BUSINESS ENTERPRISES (DBE) REQUIREMENTS - 1 DISADVANTAGED BUSINESS ENTERPRISES (DBE) REQUIREMENTS PROJECT: FOR THE CONTRUCTION OF MISCELLANEOUS WORK CONSISTING OF HARDSCAPE, ILLUMINATION AND PAVEMENT MARKINGS HIGHWAY: VA COUNTY:TARRANT TXDOT CSJ: 0902 48 825 The following goal for disadvantaged business enterprises is established: DBE 15.00% Certiiication of DBE Goal Attainment By signing the proposal, the Bidder certiiies that the above DBE goal will be met by obtaining commitments equal to or exceeding the DBE percentage or that the Bidder will provide a good faith effort to substitute the attempt to meet the goal. Failure to provide commitments to meet the stated goal or provide a satisfactory good faith effort will be considered a breach of the requirements of the proposal. As a result, the bid proposal guarantee of the Bidder will be property of the City and the Bidder will be excluded for rebidding on the project when it is re-advertised. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEdR EAST SIDE URBAN Y'ILLdGE CSJ: 0902 d8 825 CITY PROJECT NO. 00706, DOE: 6058 CHILD SUPPORT STATEMENT FOR THE T�xa= TEXAS DEPARTMENT OF TRANSPORTATION p°�rf"'��r FOR NEGOTIATED CONTRACTS AND GRANTS otTianspwtaHon Under Family Code, Section 231.006, (name of individual) certifies that (name of business) , (vendor #) as of (enter date) is eligible to receive a grant, loan, or payment and acknowledges that any contract may be terminated and payment may be withheld if this certification is inaccurate. List below the name and social security number of the individual or sole proprietor and each partner, shareholder, or owner with an ownership interest of at least 25% of the business entity submitting the bid or application. This form must be updated whenever any party obtains a 25% ownership interest in the business entity. Family Code, Section 231.006, specifies that a child support obligor who is more than thirty (30) days delinquent in paying child support and a business entity in which the obligor is a sole proprietor, partner, shareholder, or owner with an ownership interest of at least 25% percent is not eligible to receive payments from state funds under a contract to provide property, materials, or services; or receive a state- funded grant or loan. A child support obligor or business entity ineligible to receive payments described above remains ineligible until all arrearage have been paid or the obligor is in compliance with a written repayment agreement or court order as to any existing delinquency. Except as provided by Family Code, Section 231.302(d), a social security number is confidential and may be disclosed only for the purposes of responding to a request for information from an agency operating under the provisions of Subchapters A and D of Title IV of the federal Social Security Act (42 U.S.C. Sections 601 et seq. and 651 et seq.) The Texas Department of Transportation maintains the information collected through this article. With few exceptions, you are entitled on request to be informed about the information that we collect about you. Under Sections 552.021 and 552.023 of the Texas Government Code, you also are entitled to receive and review the information. Under Section 559.004 of the Government Code, you are also entitled to have us correct information about you that is incorrect. • Please send this form to Texas Department of Transportation, General Services Division (GSD). � Contract Services Section, 125 E. 11 th Street, Austin, Texas 78701-2483. Page 1 of 1 Revised 1/08 DISCLOSURE OF LOBBYING ACTIVITIES Approved by OMB Complete this form to disclose lobbying activities pursuant to 31 U.S.C. 1352 0348-0046 (See reverse for public burden disclosure.) 1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type: ❑a. contract �a. bid/offer/application � a. initial filing b. grant b. initial award b. material change c. cooperative agreement c. post-award For Material Change Only: d.loan year quarter e. loan guarantee date of last report f. loan insurance 4. Name and Address of Reporting Entity: 5. If Reporting Entity in No. 4 is a Subawardee, Enter Name ❑ Prime ❑ Subawardee and Address of Prime: Tier , if known : Congressional District, ifknown: 4c Congressional District, ifknown: 6. Federal Department/Agency: 7. Federal Program Name/Description: CFDA Number, if applicable: 8. Federal Action Number, ifknown: 9. Award Amount, ifknown: $ 10. a. Name and Address of Lobbying Registrant b. Individuals Performing Services (including address if ( if individual, last name, first name, MI ): different from No. 10a ) ( last name, first name, MI ): 11Information requested through this form is authorized by title 31 U.S.C. section . 1352. This disclosure of lobbying ac[ivities is a material representation of fact Signature: upon which reliance was placed by the tier above when this transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This Print Name: information will be available for public inspection. Any person who fails to file the required disclosure shall be subject to a civil penalty of not less than $10,000 and Title: not more than $100,000 for each such failure. Telephone No.: Date: Federal Use Only: Authorized for Local Reproduction Standard Form LLL (Rev. 7-97) INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of a covered Federal action, or a material change to a previous filing, pursuant to title 31 U.S.C. section 1352. The filing of a form is required for each paymentor agreementto make payment to any lobbying entity for influencing or attempting to influence an officer or employeeof any agency, a Member of Congress, an officer or employeeof Congress, or an employeeof a Member of Congress in connection with a covered Federal action. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information. 1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to infiuence the outcome of a covered Federal action. 2. Identify the status of the covered Federal action. 3. Identify the appropriate classification of this report. If this is a followup report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last previouslysubmitted report by this reporting entity for this covered Federal action. 4. Enter the full name, address, city, State and zip code of the reporting entity. Include Congressional District, if known. Check the appropriateclassification of the reporting entitythat designates if it is, or expects to be, a prime or subaward recipient. Identifythe tier of the subawardee, e.g., the first subawardee of the prime is the 1 st tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants. 5. If the organizationfiling the report in item 4 checks "Subawardee,"then enter the full name, address, city, State and zip code of the prime Federal recipient. Include Congressional District, if known. 6. Enter the name of the Federal agency making the award or loan commitment. Include at least one organizationallevel below agency name, if known. For exampie, Department of Transportation, United States Coast Guard. 7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the fuil Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans, and loan commitments. 8. Enter the most appropriate Federal identifying number available for the Federal action identified in item 1(e.g., Request for Proposal (RFP) number; Invitation for Bid (IFB) number; grant announcement number; the contract, grant, or loan award number; the application/proposal control number assigned by the Federai agency). Include prefixes, e.g., "RFP-DE-90-001." 9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitment for the prime entity identified in item 4 or 5. 10. (a) Enter the full name, address, city, State and zip code of the lobbying registrant under the Lobbying Disclosure Act of 1995 engaged by the reporting entity identified in item 4 to influence the covered Federal action. (b) Enter the full names of the individual(s) performing services, and include full address if different from 10 (a). Enter Last Name, First Name, and Middle Initial (MI). 11. The certifying official shall sign and date the form, print his/her name, title, and telephone number. According to the Paperwork Reduction Act, as amended, no persons are required to respond to a collection of information unless it displays a valid OMB Control Number. The valid OMB control number for this information collection is OMB No. 0348-0046. Public reporting burden for this collection of information is estimated to average 10 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Managementand Budget, Paperwork Reduction Project (0348-0046), Washington, DC 20503. Non-Collusion Affidavit and Debarment Certification - 1 Non-Collusion Affidavit and Debarment Certification PROJECT: FOR TH� CONTRUCTION OF MISCELLANEOUS WORK CONSISTING OF HARDSCAPE, ILLUMINATION AND PAVEMENT MARI�INGS HIGHWAY: VA COUNTY:TARRANT TXDOT CSJ: 0902 48 825 INDIVIDUAL DOING BUSINESS UNDER A FIRM NAME OR FOR A CORPERATION The bidder being duly sworn, solemnly swears (or affirms) that neither he, nor any official, agent or employee has entered into any agreement, participated in any collusion, or otherwise taken any action which is in restraint of free competitive bidding in connection with any bid or contract, and that the bidder intends to do the work with his own bonafide employees or subcontractors and will not bid for the benefit of another contractor. By submitting this non-collusion affidavit, the Contractor is certifying his status under penalty of pei jury under the laws of the United States in accordance with the Debarment Certification attached, provided that the Debarment Certification also includes any required statements concerning exceptions that are applicable. f_.y-[!y�/�I I111:7 D[�] � :� 171� �1:7 Name of Bidder: Trading and doing business as Print or type individual name Print or type firm name Address Witness Signature of Bidder, Individually Print or type witness' name Print or type signer's name If a Corporation affix Corporate Seal AFFIDAVIT MUST BE NOTARIZED NOTARY SEAL Subscribed and sworn to before me this the day of 20 Signature of Notary Public NEdR EAST SIDE URBdN Y7LLAGE CSJ.• 0902 =18 825 CITY PROJECT NO. 00706, DOE: 6058 T:cllOT Reqnirements - 1 SEAI.S PAGE Freese and Nichols, Inc. Fort Worth, Texas Jeffrey N. Hensley TeYas Registration Number 84677 ENGINEERING RESPONSBILITY TxDOT Requirements Ta�DOT Requirements SEALS PAGE St��t�arc� Speci:�cations: Item 616 Performance Testing of Lighting Systems Itetn 617 Temporary Roadway Illumination Item 618 Conduit Item 6?0 Electrical Conductors Iten� 624 � Ground Boxes Item 628 Electrical Services S�ecial Prar��isions: 617---003 Temporary Roadway Illumination 620---001 Electrical Conductors 624---014 Ground Bo�es 628---003 Electrical Services Special Specifications: 4$55 Aluminum Conductors 3862 Roadway Lightzng Assemblies (Install) $�63 Inst Decorative Pole Lght Asm Type (A) C1TY OP FORT WORTH � STANDARD CONSTRUCTION SPECIFICATION DOCUIvIEN'I'S Revised July l, 20l 1 �� b� ��9� .,o �j�,�°`��se�sn,��F„}-9�}#� � j� j� � t �r � �� "��#� 1 a -k' � ��'^U � � � �r �+a�n��romm�m��gae��ss��,m�m�a,91 / JEF�'REY N. HENSLEY � � mm�mam�mmree��aeaeaaaaseaffi m �+ r�� 84677 e� �: � ��m�� ENS��a��.��'� a s w�m��mg� � .� �;��°a�� `'�, G�� FREESE AND NICHOLS, WC. TEXAS REGISTERED ENGWEERING FIRM F-2144 NEAR E,4,ST SIDE IIRB.�V Y"ILL,IGE CSJ: 0902 =18 325 CITY PROJECT NO. 00706, DOE: 6058 Project Number: DMO 2007 (208) Sheet A County: Tarrant Control: 0902-48-825 Highway: CS * * * * Specification Data * * * * Basis of Estimate *****�*��:�******� Item Description Rate Unit 340 Hot Mix (All Types) 115 lb/SY/in Ton * Based On 50/50 Mixture Of Emulsified Asphalt Residue And Water. ** Non-Pay, for Contractor's Information Only. Compaction Requirements for Base Courses: �******��*******�*�:**�***��:***�*�****** (Percent Of Density As Determined By Compaction Ratio Test TEX-113-E) ITEM MATERIAL COURSE MIN DENSITY 247 Flex Base All 100 % Special Notes: ***�***��**�**� Calculating, Recording and Reporting Test Data - Use appropriate TxDOT Excel templates to calculate and record all test data. These forms are available on the TxDOT website at www.dot.state.tx.us/forms/construction.htm under the "SiteManager" heading. Submit test results within 24 hours of test completion by email or CD. Single lane closures, except as otherwise shown in the plans, will be restricted to off-peak hours as defined in the following table: Peak Hours Off-Peak Hours 6 to 9 AM 3 to 7 PM 9AM to 3PM All day Saturday Monday through Monday through and and Sunday Friday Friday 7 PM to 6 AM Monday through Friday Worlc that requires closure of multiple travel lanes in the same direction, except as otherwise shown in the plans, will be performed at night between the hours of 9:00 pm and 6:00 am. General Notes Sheet A Project Number: DMO 2007 (208) County: Tarrant Highway: CS Sheet B Control: 0902-48-825 Existing storm sewers and utilities are shown from the best available information. Verify the location of all underground facilities priar to starting worlc. Remove all existing fences within the right of way and remove and replace all existing fences within easements where such fences conflict with the worlc. Protect the remaining fence from damage due to slacicing. Erect temporary fencing in the easement areas as necessary to secure the property. Provide at least one week notice to the property owner prior to removing or moving the fence. Restore permanent fencing to an equal or better condition. Provide all-weather surface for temporary ingress and egress to adjacent property, as directed. Materials, labor, equipment and incidentals necessary to provide temporary ingress and egress will not be paid for directly, but will be subsidiary to the various bid items. In those instances where necessary, the governing slopes indicated herein may be varied from the limits shown, to the extent approved. Locations and lengths of all private entrances are approYimate only. The act�ial locations, lengths, lines and grades are to be determined by the Engineer and shall conform with the regulations of The City of Ft. Worth. Talce care that existing curb and curb and gutter is not discolored or damaged during construction operations. In the event of discoloration or damage, clean or repair as directed. Provide temporary drain openings at all low points or other drainage stntctures, as required, at the Contractor's expense. Remove any obstructions to existing drainage due to the contractor's operations, as required, at the Contractor's expense. Item 2. Instructions to Bidders Proposals with a bid of more than 365 worlcing days for the Completion of the project will be considered non-responsive. Item 5. Control of the Worlc When supplementary bridge plans, shop drawings, shop details, erection drawings, worlcing drawings, forming plans or other drawings, are required, the drawings shall be prepared and submitted on sheets 8 1/2 by 11 inches, 17 by 22 inches, or full size drawings reduced to half scale if completely legible. If, in the opinion of the Engineer, the drawings are not completely legible, they shall be prepared and submitted on sheets 22 by 34 inches, with a one and one-half inch left margin, and a one-half inch top, right, and bottom margin. General Notes Sheet B Project Number: DMO 2007 (208) County: Tarrant Highway: CS Sheet C Control: 0902-48-825 All sheets submitted shall have a title in the lower right hand corner. The title shall include the sheet index data shown on the lower right corner of the project plans, name of the structure or element or stream, sheet numbering for the shop drawings, name of the fabricator and the name of the Contractor. Item 7. Legal Relations and Responsibilities Do not initiate activities in a project specific location (PSL) associated with a U.S. Army Corps of Engineers (USACE) permit area that have not been previously evaluated by the USACE as part of the permit review of this project. Such activities include, but are not limited to, haul roads, equipment staging areas, borrow and disposal sites. "Associated" as defined here means materials are delivered to or from the PSL. The permit area includes all waters of the U.S. or associated wetlands affected by activities associated with this project. Special restrictions may be required for such work. The contractor shall be responsible for any and all consultations with the USACE regarding activities, including project specific locations (PSLs) that have not been previously evaluated by the USACE. Provide the Department with a copy of all consultation(s) or approval(s) from the USACE prior to initiating activities. The Contractor may proceed with activities in PSLs that do not affect a USACE permit area if a self determination has been made that the PSL is non jurisdictional or proper USACE clearances have been obtained in jurisdictional areas or have been previously evaluated by the USACE as part of the permit review of this project. The contractor is solely responsible for documenting any determination(s) that their activities do not affect a USACE permit area. Maintain copies of their determination(s) for review by the Department or any regulatory agency. Document and coordinate with the USACE, if required, prior to any excavation hauled from or embankment hauled into a USACE permit area by either (1) or (2) below. (1) Restricted Use of Materials for Previously Evaluated Permit Areas. Document both the project specific location (PSL) and its authorization. Maintain copies for review by the Department or any regulatory agency. When an area within the project limits has been evaluated by the USACE as part of the permit process for this project: a. Suitable excavation of required material in the areas shown on the plans and cross sections as specified in Item 110 is used for permanent or temporary fill (Item 132, Embankment) within a USACE permit area; b. Suitable embanlcment (Item 132) from within the USACE permit area is used as fill within a USACE evaluated area; and, c. Unsuitable excavation or excess excavation ["Waste"] (Item 110) that is disposed of at a location approved by the Engineer within a USACE evaluated area. (2) Contractor Materials from Areas Other than Previously Evaluated Areas. Provide the Department with a copy of all USACE coordination or approval(s) prior to initiating any activities for an area within the project limits that has not been evaluated by the USACE or for any off right of way locations used for the following, but not limited to, haul roads, equipment staging areas, borrow and disposal sites: General Notes Sheet C Project Number: DMO 2007 (208) County: Tarrant Highway: CS Sheet D Control: 0902-48-825 a. Item 132, Embanlcment, used for temporary or permanent iill within a USACE permit area; and, b. Unsuitable excavation or excess excavation ["Waste"] (Item 110, Excavation) that is disposed of outside a USACE evaluated area. The total area disturbed for this project is 2.97 acres. The disturbed area in this project, all project locations in the Contract, and the Contractor project specific locations (PSLs), within 1 mile of the project limits, for the Contract will further establish the authorization requirements for storm water discharges. The Department will obtain an authorization to discharge storm water from the Texas Commission on Environmental Quality (TCEQ) for the construction activities shown on the plans. The Contractor is to obtain required authorization from the TCEQ for Contractor PSLs for construction support activities on or off the ROW. When the total area disturbed in the Contract and PSLs within 1 mile of the project limits exceeds 5 acres, provide a copy of the Contractor NOI for PSLs on the ROW to the Engineer and to the local government that operates a separate storm sewer system. Item 8. Prosecution and Progress Worlcing days will be computed and charged in accordance with Article 8.3.A.1 Five-Day Workweek. Item 100. Preparing Right of Way This pay item shall consist of the preparation of the existing right-of-way for construction as required by the plans and specifications. It will include the area between the right-of-way limits, additional areas beyond the right-of-way such as temporary construction, slope, and drainage easements, and any other easements shown on the plans. Worlc shall include, but not be limited to: all obstructions above ground or below such as trees, shrubs, stumps, brush, roots, vegetation, logs, trash concrete, concrete driveways, culverts, curb and gutter, asphalt pavement, fences, structures, foundations, lumber, scrap metal, abandoned appliances, sprinlcler systems, abandoned utility pipes or conduits and any other items not included as pay items elsewhere in the contract documents, or identified in Item 100, but necessary for the preparation of the rights- of-way and/or permanent or temporary easements for construction. The maintenance/relocation of street signs, mail boxes shall be considered as part of this item. This item shall also include the protection of any trees, shrubs, fences, structures, signs or other items that are to be preserved and/or relocated as shown on the plans. All trees designated to be preserved shall be protected by fencing to the limits of the canopy and no parking, driving or moving of equipment in this area will be permitted. If pruning of protected trees is required, they shall be trimmed as directed by the Engineer and any cuts of two inches or more in diameter shall be treated as directed by the Engineer. All material and debris removed as described above shall become the property of the Contractor and shall be disposed of at contractor's expense in a manner satisfactory to the Engineer and other items identified in Item 100. All items relocated or replaced shall be in a condition equal to or better than the original condition. The Contractor shall videotape and/or General Notes Sheet D Project Number: DMO 2007 (208) County: Tarrant Highway: CS Sheet E Control: 0902-48-825 photograph the existing right-of-way prior to construction. Measurement for this item shall be along the centeriine of the project with the limits of ineasurements as shown in the plans. Item 105. Removing Stabilized Base and Asphalt Pavement Cement, lime, and/or lime fly-ash stabilized base material to be removed on this project shall become the property of the Contractor. Item 247. Flexible Base (TY A, GR 4) Furnish crushed stone, gravel, or crushed gravel aggregate conforming to the following requirements: Gradation: Retained on Sieve Size 1-3/4 in. 7/8 in. No. 4 No. 40 Plasticity Index (PI) Liquid Limit Wet Ball Mill Wet Ball Mill, % Increase Passing the No. 40 Percent (%) bY Wei�ht 0-5 5-35 40 — 75 65-85 12 max., 4 min. 45 max. 50 max. 20 max. Place material in two or more equal lifts unless otherwise directed. Do not add field sand to modify the final material to meet the requirements. Build and maintain a 5,000 CY stockpile of approved material before and during hauling operations. Item 340. Dense Graded Hot Mix Asphalt (Method) RAP aggregate must meet the requirements of Table 1. Perform durability and soundness tests on RAP. Dilution of tack coat is not allowed. Use design method Tex-204-F, Parts I or IV to design a mixture meeting the requirements listed in Tables 1 through 6. (Optional) General Notes Sheet E Project Number: DMO 2007 (208) County: Tarrant Highway: CS Sheet F Control: 0902-48-825 Provide aggregate with a surface aggregate classification value of B for the surface course of the travel lanes. Provide PG70-22 asphalt for surface course when using fractionated RAP. Provide a PG70-22 asphalt for the surface course. Furnish a CSS-1P with greater than 50% asphalt residue for the tack coat on this project. From Table 5: The tensile strength is waived for this project. Use the boil test, Test Method TEX-530-C, and provide only mixes that produce zero percent (0%) stripping for design verification and during production. The requirements shown in Table 6 are waived far this project. Include the approved mix design number on each delivery ticicet. Place mixture when the roadway surface temperature is equal to or higher than the temperatures listed in Table 10 unless otherwise approved or shown on the plans. Measure the roadway surface temperature with a handheld infrared thermometer. The Engineer may allow mixhire placement to begin prior to the roadway surface reaching the required temperat�ire requirements if conditions are such that the roadway surface will reach the required temperahire within 2 hrs. of beginning placement operations. Unless otherwise shown on the plans, place mixhtres only when weather conditions and moist�zre conditions of the roadway surface are suitable in the opinion of the Engineer. Table 10 Minimum Pavement Surface Temperatures PG 64 45 PG 70 55 PG 76 60 PG 76 65 Rubber(A-Rl 65 High Temperature Binder Grade Minimum Pavement Surface Temperatures in Degrees Fahrenheit Subsurface Surface Layers Layers or Night Placed in Daylight 50 60 60 70 70 Note 1: Contractors may pave at temperatures 10°F lower than the values shown in Table 10 when utilizing a paving process or equipment that eliminates thermal segregation. In which General Notes Sheet F Project Number: DMO 2007 (208) Sheet G County: Tarrant Control: 09D2-48-825 Highway: CS cases, the contractor must use either an infrared bar attached to the paver, or a hand held thermal camera, or a hand held infrared thermometer operated in accordance with Test Method 244-F to demonstrate to the satisfaction of the engineer that the uncompacted mat has no more than 10°F of thermal segregation. Item 360. Concrete Pavement The provisions of Article 360.6.B will not be a requirement and the pavement will not be cored. Include the approved mix design number on each delivery ticket. Item 421. Hydraulic Cement Concrete For Class P and S Concrete Only: For concrete plants equipped with 2 aggregate bins and/or no calibrated metering system, blend manufactured and natural sand at the aggregate source only. For concrete plants equipped with a minimum of 3 bins and a calibrated metering system, blending of the separate sands on-site is permitted to meet gradation and AIR requirements. The strength testing equipment for concrete will be capable of producing an electronic printout of the test results. Air entrainment requirements are waived for all classes of concrete except all Class S and all Class P Concrete. Concrete will not be rejected for low air content. Adjustment to the dosage of air entrainment will be as directed or allowed by the Engineer. Include the approved mix design number on each delivery ticket. Contractor personnel performing job-control (QC) testing on concrete must be ACI certified. Provide a copy of all personnel certification papers to the Engineer at the preconstruction meeting. The Engineer may require the Contractor's testers to provide the certification papers upon arrival and before testing at the job site. Furnish a hard copy of a11 testing equipment calibration reports at the preconstruction meeting when non-TxDOT equipment is used to test concrete. Furnish updated reports as equipment is calibrated through the proj ect contract. The calibration frequency will match TxDOT's and will apply for each piece of equipment as follows: Slump Cone - Annual Air Meter - Every 3 months Compression Tester - Annual Beam breaker - Annual General Notes Sheet G Project Number: DMO 2007 (208) County: Tarrant Highway: CS Sheet H Control: 0902-48-825 The compression testing equipment for concrete will be capable of producing an electronic printout of the tes� results. The Engineer may allow the use of local commercial laboratories under contract to provide these services. The previous requirements are required from the Commercial Laboratory prior to any work being performed. Item 502. Barricades, Signs, and Traffic Handling Permanent signs may be installed when construction in an area is complete and they will not be in conflict with the traffic control plan for the remainder of the job. EYisting signs are to remain as long as they do not interfere with construction and they do not conflict with the traffic control plan. Any sign not detailed in the plans but called for in the layout shall be as shown in the current "Standard Highway Sign Designs for Texas". When traffic is obstructed, arrange warning devices in accordance with arrangements indicated in the latest edition of the "Texas Manual on Uniform Traffic Control Devices". Cover or remove any work zone signs when work or condition referenced is not occurring. Item 506. Temporary Erosion, Sedimentation, and Environmental Controls The SW3P for this project shall consist of using the following items as directed: e. Temporary sediment control fence Remove accumulated sediment and/or replace SW3P controls when the capacity has been reduced by 50% or when the depth of sediment at the control structure exceeds one foot. Item 528. Colored Textured Concrete See Special Specification 5915 Chemical Stain for Concrete. Ensure that all signal pole foundations, sign bases, electrical ground boxes, manholes, inlets and other appurtenances within the area to be paved are constructed to the proper iinished grade. Upon completion of construction, sweep and clean the paver surface of all excess sand, soil, foreign material, and/or stains. General Notes Sheet H Project Number: DMO 2007 (208) Sheet I County: Tarrant Control: 0902-48-825 Highway: CS Items 530 And 531. Intersections, Driveways and Turnouts, and Sidewallcs The furnishing and installation of the sand cushion in the proposed sidewalks, sidewalk ramps and driveways will not be paid for directly but shall be considered subsidiary to this bid item. Item 618. Conduit Bed all PVC conduit placed by open cut in field sand as approved. Conduit for the ground rod at high mast poles shall be schedule 40 PVC. Conduit bends at roadway illumination assembly foundations will not be paid for directly, but will be considered subsidiary to Item 416. Do not use cast iron junction boxes in concrete traffic barriers and single slope traffic barriers. Use polymer concrete junction boxes instead of the cast iron junction boxes shown on standard sheets CTBI (3), CTBI (4), AND SSCB (4). Mount the junction boxes flush (+ 0", -%2") with concrete surface of concrete barrier. Use materials from prequalified material producers list as shown on the Texas Department of Transportation (TxDOT) - Construction Division's (CST) materials producers list. Category is "Roadway Illumination and Electrical Supplies." The polymer concrete barrier box will not be paid for separately, but will be considered subsidiary to ITEM 618, "CONDUIT". Where PVC, duct cable, and HDPE conduit 1" and larger is allowed and installed as per TxDOT standards, provide a PVC elbow in place of the galvanized rigid metal elbow required by the Electrical Detail standards. Ensure the PVC elbow is of the same schedule rating as the conduit to which it is connected. Ensure only a flat, high tensile strength polyester fiber pull tape is used for pulling conductors through the PVC conduit system. Items 618, 624 & 628. Conduit, Ground Boxes & Electricai Services. Conduit and conductor from the electrical service point to the utility company pole will be measured and paid for as the size and type of conduit and conductors indicated on the plans. General Notes Sheet I Project Number: DMO 2007 (208) County: Tarrant Highway: CS Item 624. Ground Boxes. Sheet J Control: 0902-48-825 Upon completion of wiring worlc within the ground boxes that are not set in roadway pavement, the contractor shall place a 6 inch diameter washer or metallic object (with a minimum surface area of 0.15 square feet) inside each proposed ground box. Payment for this work will not be paid for directly but will be considered subsidiary to Bid Item 624. This is to assist others in locating the ground boxes more readily in the future. Items 624, & 628. Ground Boxes & Electrical Services. Attach an identification tag with the circuit identification stamped on the tag to the conductors for each circuit at all junction boxes and ground boxes. Identify the circuit breakers for each circuit at the service box using identification tags for each brealcer. Label each circuit as shown on the illumination layouts in the plans. Tags to be plastic. Item 628. Electric Services The Engineer will malce all arrangements for electrical service. Notify the Engineer, in writing, a minimum of 30 days in advance of the need for electrical service. Contact Oncor Electric to request electrical service Phone: 1-888-835-5251; identify the desired service location by street address. All roadway illumination circuits are 240/120V/3 wire with the roadway luminaires operating at 240V. All roadway illumination circuit breakers are 2-pole. The concrete riprap pad at electrical service points will not be paid for directly, but will be subsidiary to Item 628. Place a decal stating "DANGER/HIGH VOLTAGE" on the door of the service assembly enclosure. The size of the decal and lettering shall be as outlined in the current TxDOT electrical detail (ED) standard sheets. Remove and transport all electrical transformers to the TxDOT district warehouse at 2501 S.W. Loop 820 (IH 20 at McCart St.) in Fort Worth, Texas. Contact Mr. J.D. Gore (Phone [817] 370- 6942) before transporting the electrical transformers. Item 8XXX. Aluminum Conductors For both transformer and shoe-base type illumination poles, provide double-double breakaway fuse holder as shown on the Texas Department of Transportation (TYDOT) materials producers list. Category is "Roadway Illumination and Electrical Supplies." Fuse holder is shown on list under Items 610 and 8302. Provide 10 amp time delay fuses. General Notes Sheet J 2004 Specifications SPECIAL PROVISION 000---003 Notice to All Bidders To report bid rigging activities call: 1-800-424-9071 The U.S. Department of Transportation (DOT) operates the above toll-free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone with lcnowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of the DOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. 1-1 000---003 OS-04 2004 Specifications SPECIAL PROVISION 000---004 Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 1. General. In addition to the affirmative action requirements of the Special Provision titled "Standard Federal Equal Employment Opportunity Construction Contract Specifications" as set forth elsewhere in this proposal, the Bidder's attention is directed to the specific requirements for utilization of minorities and females as set forth below. 2. Goals. a. Goals for minority and female participation are hereby established in accordance with 41 CFR 60-4. b. The goals for minority and female participation expressed in percentage terms for the Contractor's aggregate work force in each trade on all construction work in the covered area, are as follows: Goals for minority Goals for female participation in participation in each trade (per- each trade (per- cent) cent) See Table 1 6.9 c. These goals are applicable to all the Contractor's construction worlc (whether or not it is Federal or federally assisted) performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the Contractor also is subject to the goals for both its federally involved and non-federally involved construction. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Standard Federal Equal Employment Opportunity Construction Contract Specifications Special Provision and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority and female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of ineeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 1-5 000---004 OS-04 d. A contractor or subcontractor will be considered in compliance with these provisions by participation in the Texas Highway-Heavy Branch, AGC, Statewide Training and Affirmative Action Plan. Provided that each contractor or subcontractor participating in this plan must individually comply with the equal opportunity clause set forth in 41 CFR 60-1.4 and must make a good faith effort to achieve the goals set forth for each participating trade in the plan in which it has employees. The overall good performance of other contractors and subcontractors toward a goal in an approved plan does not excuse any covered contractor's or subcontractor's failure to malce good faith efforts to achieve the goals contained in these provisions. Contractors or subcontractors participating in the plan must be able to demonstrate their participation and document their compliance with the provisions of this Plan. 3. Subcontracting. The Contractor shall provide written notification to the Department within 10 worlcing days of award of any construction subcontract in excess of $10,000 at any tier for construction worlc under the contract resulting from this solicitation pending concurrence of the Department in the award. The notification shall list the names, address and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. Covered Area. As used in this special provision, and in the contract resulting from this solicitation, the geographical area covered by these goals for female participation is the State of Texas. The geographical area covered by these goals for other minorities are the counties in the State of Texas as indicated in Table 1. 5. Reports. The Contractor is hereby notified that he may be subject to the Office of Federal Contract Compliance Programs (OFCCP) reporting and record lceeping requirements as provided for under Executive Order 11246 as amended. OFCCP will provide direct notice to the Contractor as to the specific reporting requirements that he will be expected to fulfill. 2-5 000---004 OS-04 Table 1 County Anderson Andrews Angelina Aransas Archer Armstrong Atascosa Austin Bailey Bandera Bastrop Baylor Bee Bell Bexar Blanco Borden Bosque Bowie Brazoria Brazos Brewster Briscoe Brooks Brown Burleson Burnet Caldwell Calhoun Callahan Cameron Camp Carson Cass Castro Chambers Cherokee Childress Clay Cochran Coke Coleman Collin Collingsworth Colorado Comal Comanche Goals for Minority Participation 22.5 18.9 22.5 44.2 11.0 11.0 49.4 27.4 19.5 49.4 24.2 11.0 44.2 16.4 47.8 24.2 19.5 18.6 19.7 273 23.7 49.0 11.0 44.2 10.9 27.4 24.2 24.2 27.4 11.6 71.0 20.2 11.0 20.2 11.0 27.4 22.5 11.0 12.4 19.5 20.0 10.9 18.2 11.0 27.4 47.8 10.9 County Concho Cooke Coryell Cottle Crane Crockett Crosby Culberson Dallam Dallas Dawson Deaf Smith Delta Denton DeWitt Dickens Dimmit Donley Duval Eastland Ector Edwards Ellis El Paso Erath Falls Fannin Fayette Fisher Floyd Foard Fort Bend Franklin Freestone Frio Gaines Galveston Garza Gillespie Glasscock Goliad Gonzales Gray Grayson Gregg Grimes Guadalupe 3-5 Goals for Minority Participation 20.0 17.2 16.4 11.0 18.9 20.0 19.5 49.0 11.0 18.2 19.5 11.0 17.2 18.2 27.4 19.5 49.4 11.0 44.2 10.9 15.1 49.4 18.2 57.8 17.2 18.6 17.2 2'7.4 10.9 19.5 11.0 27.3 17.2 18.6 49.4 19.5 28.9 19.5 49.4 18.9 27.4 49.4 11.0 9.4 22.8 27.4 47.8 000---004 OS-04 County Hale Hall Hamilton Hansford Hardeman Hardin Harris Harrison Hartley Haskell Hays Hemphill Henderson Hidalgo Hill Hockley Hood Hopkins Houston Howard Hudspeth Hunt Hutchinson Irion Jack Jackson Jasper Jeff Davis Jefferson Jim Hogg Jim Wells Johnson Jones Karnes Kaufman Kendall Kenedy ICent ICerr Kimble ICing Kinney Kleberg Knox Lamar Lamb Lampasas LaSalle Goals for Minority Participation 19.5 11.0 18.6 11.0 11.0 22.6 27.3 22.8 11.0 10.9 24.1 11.0 22.5 72.8 18.6 19.5 18.2 17.2 22.5 18.9 49.0 17.2 11.0 20.0 17.2 27.4 22.6 49.0 22.6 49.4 44.2 18.2 11.6 49.4 18.2 49.4 44.2 10.9 49.4 20.0 19.5 49.4 44.2 10.9 20.2 19.5 18.6 49.4 County Lavaca Lee Leon Liberly Limestone Lipscomb Live Oak Llano Loving Lubbock Lynn Madison Marion Martin Mason Matagorda Maverick McCulloch McLennan McMullen Medina Menard Midland Milam Mills Mitchell Montague Montgornery Moore Moiris Motley Nacogdoches Navan�o Newton Nolan Nueces Ochiltree Oldham Orange Palo Pinto Panola Parker Parmer Pecos Polk Potter Presidio Rains 4-5 Goals for Minority Participation 27.4 24.2 27.4 273 18.6 11.0 44.2 24.2 18.9 19.6 19.5 27.4 22.5 18.9 20.0 27.4 49.4 20.0 20.7 49.4 49.4 20.0 19.1 18.6 18.6 10.9 17.2 27.3 11.0 20.2 19.5 22.5 17.2 22.6 10.9 41.7 11.0 11.0 22.6 17.2 22.5 18.2 11.0 18.9 27.4 9.3 49.0 17.2 000---004 OS-04 County Randall Reagan Real Red River Reeves Refugio Roberts Robertson Rockwall Runnels Rusk Sabine San Augustine San Jacinto San Patricio San Saba Schleicher Scurry Shackelford Shelby Sherman Smith Somervell Starr Stephens Sterling Stonewall Sutton Swisher Tarrant Taylor Terrell Terry Throckmorton Titus Tom Green Travis Trinity Tyler Upshur Upton Uvalde Val Verde Van Zandt V ictoria Walker , Waller Ward Washington Goals for Minority Participation 9.3 20.0 49.4 20.2 18.9 44.2 11.0 27.4 18.2 20.0 22.5 22.6 22.5 27.4 41.7 20.0 20.0 10.9 10.9 22.5 11.0 23.5 17.2 72.9 10.9 20.0 10.9 20.0 11.0 18.2 11.6 20.0 19.5 10.9 20.2 19.2 24.1 27.4 22.6 22.5 18.9 49.4 49.4 17.2 27.4 27.4 27.3 18.9 27.4 County Webb Wharton Wheeler Wichita Wilbarger Willacy Williamson Wilson W inkler Wise Wood Yoakum Young Zapata Zavala 5-5 Goals for Minority ParticiPation 87.3 27.4 11.0 12.4 11.0 72.9 24.1 49.4 18.9 18.2 22.5 19.5 11.0 49.4 49.4 000---004 OS-04 2004 Specifications SPECIAL PROVISION 000---006 Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these specifications: a. "Covered area" means the geographical area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. "Employer identification number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941. d. "Minority" includes: (i) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin); (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (iv) American Indian or Alaslcan Native (all persons having origins in any of the original peoples of North American and maintaining identifiable tribal affiliations through membership and participation or community identification). 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U. S. Department of Labor in the covered area either individually or through an association, its affiimative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its 1-6 000---006 OS-04 obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to talce good faith efforts to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing contracts in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the contract is being performed. Goals are published periodically in the Federal Register in notice form and such notices may be obtained from any Office of Federal Contract Compliance Programs office or any Federal procurement contracting officer. The Contractor is expected to malce substantially uniform progress toward its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworlcing training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U. S. Department of Labor. 7. The Contractor shall talce specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a worlcing environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to worlc. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals worlcing at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. 2-6 000---006 OS-04 c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was talcen with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred bacic to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have talcen. d. Provide immediate written notiiication to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral Process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs; especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and Collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with onsite supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of 3-6 000---006 OS-04 applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's worlcforce. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. 1. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices, job classifications, worlc assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are non-segregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and afiirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of these Speciiications provided that the contractor actively participates in the group, malces eveiy effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female worlcforce participation, malces a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions talcen on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to talce affirmative action for all minority groups, both male and female, and all women, both 4-6 000---006 OS-04 minority and non-minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women � is underutilized). 10. Nondiscrimination programs require that Federal-aid recipients, subrecipients, and contractors prevent discrimination and ensure nondiscrimination in all of their programs and activities, whether those programs and activities are federally funded or not. The factors prohibited from serving as a basis for action or inaction which discriminates include race, color, national origin, sex, age, and handicap/disability. The efforts to prevent discrimination must address, but not be limited to a program's impacts, access, benefits, participation, treatment, services, contracting opportunities, training opportunities, investigations of complaints, allocations of funds, prioritization of projects, and the functions of right-of-way, research, planning, and design. 11. The Contractor shall not enter into any Subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these speciiications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per weelc in the indicated trade, rate of pay, and locations at which the worlc was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Worlcs Employment Act of 1977 and the Community Development Blocic Grant Program). 5-6 000---006 OS-04 16. In addition to the reporting requirements set forth elsewhere in this contract, the Contractor and the subcontractors holding subcontracts, not including material suppliers, of $10,000 or more, shall submit for every month of July during which work is per-formed, employment data as contained under Form PR 1391 (Appendix C to 23 CFR, Part 230), and in accordance with the instructions included thereon. 6-6 000---006 OS-04 2004 Specifications SPECIAL PROVISION 000---009 Certification of Nondiscrimination in Employment By signing this proposal, the bidder certifies that he has participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114, or 11246, or if he has not participated in a previous contract of this type, or if he has had previous contract or subcontracts and has not filed, he will file with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b)(1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not iiled the required reports should note that 41 CFR 60-1.7(b)(1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U. S. Department of Labor. 1-1 000---009 04-04 2004 Specifications 000---011 Department Division Mailing and Physical Addresses ' For this project, Item 000, "Department Division Mailing and Physical Addresses," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Use the information in Table 1 to contact the Department Divisions referenced in the Standard Specifications or Special Provisions and Special Specifications in the Contract. This listing is for the purposes of providing addresses for transmission of information in accordance with the specifications. Unless otherwise stated in the specifications, address all correspondence and transmission of information to the Engineer responsible for the oversight of construction. Submit bidding documents to the location shown in the ofiicial advertisement. Address changes will be posted on the Department's Internet site at http://www.dot.state.tx.us/. SPECIAL PROVISION Table 1 Department Division Mailing and Physical Addresses Division/Section Name U.S. Post Office Address Physical Address Bridge Division Texas Department of Transportation Bridge Division 125 E 11`�' Street Austin TX 78701-2483 Bridge Division Fabrication Branch 118 E. Riverside Dr. Austin, Texas 78704 (512)416-2187 Construction Division Construction Section Materials & Pavements Section Texas Department of Transportation Construction Division Construction Section 200 E. Riverside Drive Austin TX 78704 Texas Department of Transportation Construction Division Materials & Pavements (CP51) 125 E 11`�' Street Austin TX 78701-2483 Construction Division 200 E. Riverside Dr. 151 floor, 1B.1 Austin, TX 78704 (512)416-2490 1-800-687-3525 Construction Division Materials & Pavements Cedar Park Campus, Bldg. 51 9500 Lake Creek Parkway Austin, TX 78717 512-506-5800 1-2 000---011 09-04 Division/Section Name U.S. Post Of�ce Address Physical Address Maintenance Division Maintenance Section Texas Department of Transportation Maintenance Division Maintenance Section 125 E 11 `�' Street Austin, TX 78701 Maintenance Division Maintenance Section 150 East Riverside Drive Fourth Floor, North Tower Austin, TX 78704 (512) 416-3185 Vegetation Management Section Traffic Operations Division Traffc Operations Division Traffic Engineering Traffic Management-ITS Branch Traffic Management- Signal/Radio Branch Texas Department of Transportation Maintenance Division Vegetation Management Section 125 E 11°i Street Austin, TX 78701 Te;cas Department of Transportation Traffic O�erations Division 125 E 11" Street Austin TX 78701 Texas Department of Transportation Traffic Operations Division Traffc Engineering Section 125 E 11°i Street Austin TX 78701 Texas Department of Transportation Traffic Operations Division Traffic Management Section 125 E 11 `�' Street Austin TX 78701 Texas Department of Transportation Traffic Operations Division Traffic Management Section- Signal/Radio Branch 125 E 11`h Street Austin TX 78701 2-2 Maintenance Division Vegetation Management Section 150 East Riverside Drive Fourth Floor, North Tower Austin, TX 78704 (512)416-3093 Texas Department of Transportation Traffc Operations Division 200 E. Riverside Bldg. 118 Austin, Texas 78704 512-416-3200 Texas Department of Transportation Traffic Operations Division Traffic Engineering Section 200 E. Riverside Bldg. 118 Austin, Texas 78704 (512)416-3118 Texas Department of Transportation Traffic Operations Division Traffc Management Section Cedar Park Campus, Bldg. 51 9500 Lake Creek Parkway Austin, TX 78717 512-506-5100 Texas Department of Transportation Traffic Operations Division Traffc Management Section- Signal/Radio Branch Cedar Park Campus, Bldg. 51 9500 Lake Creek Parkway Austin, TX 78717 512-506-5100 000---011 09-04 2004 Specifications Federal-Aid Projects Only SPECIAL PROVISION 000--1483 Notice of Changes to U.S. Department of Labor Reyuired Payroll Information Do not include employee addresses and social security numbers on the payroll submissions to the department. In lieu of the social security number, include an individually identifying number for each employee (Example: last four digits of the individual's social security number). Maintain the full social security number and current address of each covered employee in files for 3 years after project completion and malce the information available upon the Department's request. Form FHWA 1273 and optional form WH-347 will be revised in the future to reflect these changes. 1-1 000--1483 O 1-09 2004 Specifications SPECIAL PROVISION 000--1676 On-the-Job Training Program 1. Description. The primary objective of this Special Provision is the training and advancement of minorities, women and economically disadvantaged persons toward journeyworker status. Accoz•dingly, make every effort to enroll minority, women and economically disadvantaged persons to the extent that such persons are available within a reasonable area of recruitment. This training commitment is not intended, and shall not be used to discriminate against any applicant for training, whether or not he/she is a member of a minority group. 2. Trainee Assignment. Training assignments are determined based on the past contract volume of federal-aid work performed with the Department. Contractors meeting the selection criteria will be notified of their training assignment at the beginning of the reporting year by the Department's Office of Civil Rights. 3. Program Requirements. Fulfill all of the requirements of the On-the-Job Training Program including the maintenance of records and submittal of periodic reports documenting program performance. Trainees shall be paid at least 60% of the appropriate minimum journeyworker's rate speciiied in the contract for the first half of the training period, 75% for the third quarter and 90% for the last quarter, respectively. Contractors may be reimbursed $0.80 per training hour at no additional cost to the Department. 4. Compliance. The Contractor will have fulfilled the contractual responsibilities by having provided acceptable training to the number of trainees specified in their goal assignment. Noncompliance may be cause for corrective and appropriate measures pursuant to Article 8.6., "Abandonment of Work or Default of Contract," which may be used to comply with the sanctions for noncompliance pursuant to 23 CFR Part 230. 1-1 000--1676 07-09 2004 Specifications SPECIAL PROVISION 000--1966 Disadvantaged Business Enterprise in Federal Aid Contracts Description. The purpose of this Special Provision is to carry out the U. S. Department of Transportation's (DOT) policy of ensuring nondiscrimination in the award and administration of DOT assisted contracts and creating a level playing field on which iirms owned and controlled by individuals who are determined to be socially and economically disadvantaged can compete fairly for DOT assisted contracts. If the Disadvantaged Business Enterprise (DBE) goal is greater than zero, Article A, "Disadvantaged Business Enterprise in Federal Aid Contracts", of this Special Provision shall apply to this contract. If there is no DBE goal, Article B, "Race-Neutral DBE Participation", of this Special Provision shall apply to this contract. The percentage goal for DBE participation in the work to be performed under this contract will be shown on the proposal. A. Article A. Disadvantaged Business Enterprise in Federal Aid Contracts. 1. Policy. It is the policy of the DOT and the Texas Department of Transportation (henceforth the "Department") that DBEs, as defined in 49 CFR Part 26, Subpart A and the Department's DBE Program, shall have the opportunity to participate in the performance of contracts financed in whole or in part with Federal funds. The DBE requirements of 49 CFR Part 26, and the Department's DBE Program, apply to this contract as follows: a. The Contractor will solicit DBEs through reasonable and available means, as defined in 49 CFR Part 26, Appendix A and the Department's DBE Program, or show a good faith effort to meet the DBE goal for this contract. b. The Contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall cariy out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate. c. The requirements of this Special Provision shall be physically included in any subcontract. d. By signing the contract proposal, the Bidder is certifying that the DBE goal as stated in the proposal will be met by obtaining commitments from eligible DBEs or that the Bidder will provide acceptable evidence of good faith effort to meet the commitment. The Department will determine the adequacy of a Contractor's efforts to meet the contract goal, within 10 business days, 1-11 000--1966 06-10 excluding national holidays, from receipt of the information outlined in this Special Provision under Section 1.A.3, "Contractor's Responsibilities." If the requirements of Section 1.A.3 are met, the conditional situation will be removed and the contract will be forwarded to the Contractor for execution. 2. De�nitions. a. "Broker" is an intermediary or middleman that does not take possession of a commodity or act as a regular dealer selling to the public. b. "Disadvantaged Business Enterprise" or "DBE" is defined in the standard specifications, Article 1, Definition of Terms. c. "DBE Joint Venture" means an association of a DBE firm and 1 or more other firm(s) to carry out a single business enterprise for proiit for which purpose they combine their property, capital, efforts, skills and knowledge, and in which the DBE is responsible for a distinct, clearly defined portion of the worlc of the contract and whose share in the capital contribution, control, management, risks, and profits of the joint venture are commensurate with its ownership interest. d. "DOT" means the U.S. Department of Transportation, including the Office of the Secretary, the Federal Highway Administration (FHWA), the Federal Transit Administration (FTA), and the Federal Aviation Administration (FAA). e. "Federal Aid Contract" is any contract between the Texas Department of Transportation and a Contractor which is paid for in whole or in part with DOT financial assistance. f. "Good Faith Effort" means efforts to achieve a DBE goal or other requirement of this Special Provision which, by their scope, intensity, and appropriateness to the objective, can reasonably be expected to fulfill the program requirement. g. "Manufacturer" is a firm that operates or maintains a factoiy or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract and of the general character described by the specifications." h. "Race-conscious" means a measure or program that is focused specifically on assisting only DBEs, including women-owned businesses. i. "Race-neutral DBE Participation" means any participation by a DBE tYuough customary competitive procurement procedures. j. "Regular Dealer" is a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials, supplies, articles or equipment of the general character described by the specifications and required under the contract are bought, kept in stock, and regularly sold or leased to the public in the usual course of business. To be a regular dealer, the firm must be an established, regular business that engages in, as its principal business and under its own name, the purchase and sale or lease of the products in question. 2-11 000--1966 06-10 A regular dealer in such bullc items as steel, cement, gravel, stone, and petroleum products need not keep such products in stock if it owns and operates distribution equipment for the products. Any supplementing of regular dealers own distribution equipment shall be by a long-term lease agreement and not on an ad hoc or contract-by-contract basis. Brokers, packagers, manufacturers' representatives, or other persons who arrange or expedite transactions shall not be regarded as a regular dealer. k. "Texas Unified Certification Program" or "TUCP" provides one-stop shopping to applicants for certification, such that applicants are required to apply only once for a DBE certification that will be honored by all recipients of federal funds in the state. The TUCP by Memorandum of Agreement established six member entities to serve as certifying agents for Texas in speciiied regions. 3. Contractor's Responsibilities. These requirements must be satisfied by the Contractor. a. After conditional award of the contract, the Contractor shall submit a completed Form SMS.4901 "DBE Commitment Agreement", From SMS 4901-T "DBE Trucking Commitment Agreement", or Form SMS.4901-MS "DBE Material & Supplier Commitment AgreemenY' for each DBE he/she intends to use to satisfy the DBE goal or a good faith effort to explain why the goal could not be reached, so as to arrive in the Department's Office of Civil Rights (OCR) in Austin, Texas not later than 5:00 p.m. on the l Oth business day, excluding national holidays, after the conditional award of the contract. When requested, additional time, not to exceed 7 business days, excluding national holidays, may be granted based on documentation submitted by the Contractor. b. DBE prime Contractors may receive credit toward the DBE goal for work performed by his/her own forces and worlc subcontracted to DBEs. A DBE prime must make a good faith effort to meet the goals. In the event a DBE prime subcontracts to a non-DBE, that information must be reported on Form SMS.4902. c. A Contractor who cannot meet the contract goal, in whole or in part, shall make adequate good faith efforts to obtain DBE participation as so stated and defined in 49 CFR Part 26, Appendix A. The following is a list of the types of action that may be considered as good faith efforts. It is not intended to be a mandatory checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases. • Soliciting through all reasonable and available means (e.g. attendance at prebid meetings, advertising, and/or written notices) the interest of all certified DBEs who have the capability to perform the work of the contract. The solicitation must be done within sufiicient time to allow the DBEs to respond to it. Appropriate steps must be talcen to follow up initial solicitations to determine, with certainty, if the DBEs are interested. 3-11 000--1966 06-10 • Selecting portions of the work to be performed by DBEs in order to increase the likelihood that the DBE goals will be achieved. This includes, where appropriate, breaking out contract worlc items into economically feasible units to facilitate DBE participation, even when the Contractor might otherwise prefer to perform the worlc items with its own forces. • Providing interested DBEs with adequate infoimation about the plans, specifications, and requirements of the contract in a timely manner to assist them in responding to a solicitation. • Negotiating in good faith with interested DBEs to make a portion of the work available to DBE subcontractors and suppliers and select those portions of the worlc or material needs consistent with the available DBE subcontractors and suppliers, so as to facilitate DBE participation. Evidence of such negotiations includes the names, addresses, and telephone numbers of DBEs that were considered; a description of the information provided regarding the plans and speciiications for the work selected for subcontracting; and evidence as to why additional agreements could not be reached for DBEs to perform the worlc. • A Bidder using good business judgment would consider a number of factors in negotiating with subcontractors, including DBE subcontractors, and would talce a fii•m price and capabilities as well as contract goals into consideration. However, the fact that there may be some additional cost involved in iinding and using DBEs is not in itself sufficient reason for a bidders failure to meet the Contract DBE goal as long as such cost are reasonable. Also, the ability or desire of the Contractor to perform the worlc of the Contract with its own organization does not relieve the Bidder of the responsibility to make good faith effort. Contractors are not, however, required to accept higher quotes from DBEs if the price difference is excessive or unreasonable. • Not rejecting DBEs as being unqualified without sound reasons based on a thorough investigation of their capabilities. The Contractor's standing within its industry, membership in specific groups, organizations, or associations and political oi• social affiliations (for example union vs. non- union employee status) are not legitimate cause for the rejection or non- solicitation of bids and the Contractors efforts to meet the project goal. � Malcing efforts to assist interested DBEs in obtaining bonding, lines of credit, or insurance as required by the recipient or Contractor. • Malcing efforts to assist interested DBEs in obtaining necessaiy equipment, supplies, materials, or related assistance or services. • Effectively using the services of available minority/women community organizations; minority/women Contractors' gtoups; local, state, and Federal minority/women business assistance offices; and other organizations as allowed on a case-by-case basis to provide assistance in the recruitment and placement of DBEs. 4-11 000--1966 06-10 • If the Program Manager of the OCR determines that the Contractor has failed to meet the good faith effort requirements, the Contractor will be given an opportunity for reconsideration by the Director of the OCR. d. Should the bidder to whom the contract is conditionally awarded refuse, neglect or fail to meet the DBE goal or comply with good faith effort requirements, the proposal guaranty iiled with the bid shall become the property of the state, not as a penalty, but as liquidated damages to the Department. e. The preceding information shall be submitted directly to the Office of Civil Rights, Texas Department of Transportation, 125 E. l lth Street, Austin, Texas 78701-2483. f. The Contractor shall not terminate for convenience a DBE subcontractor named in the commitment submitted under Section 1.A.3.a, of this Special Provision. Prior to terminating or removing a DBE subcontractor named in the commitment, the Contractor must have a written consent of the Department. g. The Contractor shall also make a good faith effort to replace a DBE subcontractor that is unable to perform successfully with another DBE, to the extent needed to meet the contract goal. The Contractor shall submit a completed Form 4901 "DBE Commitment Agreement", From SMS 4901-T "DBE Trucking Commitment Agreement", or Form SMS.4901-MS "DBE Material & Supplier Commitment Agreement" for the substitute DBE firm(s). Any substitution of DBEs shall be subj ect to approval by the Department. Prior to approving the substitution, the Department will request a statement from the DBE concerning it being replaced. h. The Contractor shall designate a DBE liaison ofiicer who will administer the Contractor's DBE program and who will be responsible for maintenance of records of efforts and contacts made to subcontract with DBEs. i. Contractors are encouraged to investigate the services offered by banlcs owned and controlled by disadvantaged individuals and to make use of these banlcs where feasible. 4. Eligibility of DBEs. a. The member entities of the TUCP certify the eligibility of DBEs and DBE joint ventures to perform DBE subcontract work on DOT iinancially assisted contracts. b. The Department maintains the Texas Unified Certification Program DBE Directory containing the names of firms that have been certified to be eligible to participate as DBE's on DOT financially assisted contracts. This Directory is available from the Department's OCR. An update of the Directory can be found on the Internet at http://www.dot.state.tx.us/business/tucp/default.htm. 5-11 000--1966 06-10 c. Only DBE firms certified at the time commitments are submitted are eligible to be used in the information furnished by the Contractor as required under Section 1.A.3.a. and 3.g. above. For purposes of the DBE goal on this project, DBEs will only be allowed to perform worlc in the categories of work for which they are certified. d. Only DBE firms certified at the time of execution of a contract/subcontract/purchase order, are eligible for DBE goal participation. 5. Determination of DBE Participation. When a DBE participates in a contract, only the values of the work actually performed by the DBE, as referenced below, shall be counted by the prime contractor toward DBE goals: a. The total amount paid to the DBE for worlc performed with his/her own forces is counted toward the DBE goal. When a DBE subcontracts part of the worlc of its contract to another firm, the value of the subcontracted worlc may be counted toward DBE goals only if the subcontractor is itself a DBE. Worlc that a DBE subcontracts to a non-DBE fiz•m does not count toward DBE goals. b. A Contractor may count toward its DBE goal a portion of the totai value of the contract amount paid to a DBE joint venture equal to the distinct, clearly deiined portion of the worlc of the contract performed by the DBE. (1) A Contractor may count toward its DBE goal only expenditures to DBEs that perform a commercially useful function (CUF) in the worlc of a contract or purchase order. A DBE is considered to perform a CUF when it is responsible for execution of the worlc of the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To perform a CUF, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, and installing (where applicable) and paying for the material itself. In accordance with 49 CFR Part 26, Appendix A, guidance concerning Good Faith Effor-ts, contractors may malce efforts to assist interested DBEs in obtaining necessary equipment, supplies, materials, or related assistance or services. Contractors may not however, negotiate the price of materials or supplies used on the contract by the DBE, nor may they determine quality and quantity, order the materials themselves, nor install the materials (where applicable), or pay for the material themselves. Contractors however, may share the quotations they receive from the material supplier with the DBE firm, so that the DBE firm may negotiate a reasonable price with the material supplier. In all cases, prime or other non-DBE subcontractor assistance will not be credited toward the DBE goal. 6-11 000--1966 06-10 (2) A DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, contract, or project through which funds are passed in order to obtain the appearance of DBE participation. Consistent with industry practices and the DOT/Department's DBE program, a DBE subcontractor may enter into second-tier subcontracts, amounting up to 70% of their contract. Work subcontracted to a non- DBE does not count towards DBE goals. If a DBE does not perform or exercise responsibility for at least 30% of the total cost of its contract with its own worlc force, or the DBE subcontracts a greater portion of the work of a contract than would be expected on the basis of normal industry practice for the type of work involved, it will be presumed that the DBE is not performing a CUF (3) A DBE trucking firm (including an owner operator who is certified as a DBE is considered to be performing a CUF when the DBE is responsible for the management and supervision of the entire trucking operation on a particular contract and the DBE itself owns and operates at least 1 fully licensed, insured, and operational truck used on the contract. (a) The Contractor receives credit for the total value of the transportation services the DBE provides on a contract using trucics it owns, insures, and operates using drivers it employs. (b) The DBE may lease trucics from another DBE firm, including an owner operator who is certified as a DBE. The DBE who leases trucks from another DBE receives credit for the total value of the transportation services the lessee DBE provides on the Contract. (c) The DBE may also lease trucks from a non-DBE iirm, including from an owner-operator. The DBE who leases trucks from a non- DBE is entitled to credit for the total value of transportation services provided by non-DBE lessees not to exceed the value of transportation services provided by the DBE-owned trucks on the contract. Additional participation by non-DBE lessees receive credit only for the fee or commission it receives as result of the lease anangement (d) A lease must indicate that the DBE has exclusive use of and control over the trucks giving the DBE absolute priority for use of the leased trucks. Leased trucks must display the name and identification number of the DBE. (4) When a DBE is presumed not to be performing a CUF the DBE may present evidence to rebut this presumption. (5) Project materials or supplies acquired fi•om an affiliate of the prime contractor can not directly or indirectly (2°d or lower tier subcontractor) be used for DBE goal credit. 7-11 000--1966 06-10 c. A Contractor may count toward its DBE goals expenditures for materials and supplies obtained from a DBE manufacturer, provided that the DBE assumes the actual and contractual responsibility for the materials and supplies. Count expenditures with DBEs for materials or supplies toward DBE goals as provided in the following: (1) If the materials or supplies are obtained from a DBE manufacturer, count 100% of the cost of the materials or suppiies toward DBE goals. (Definition of a DBE manufacturer found at lA.c.(1) of this provision.) For purposes of this Section (1.A.c.(1)), a manufacturer is a iirm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract and of the general character described by the speciiications. (2) If the materials or supplies are purchased from a DBE regular dealer, count 60% of the cost of the materials or supplies toward DBE goals. For puiposes of this Section (1.A.5.c.(2)), a regular dealer is a iirm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials, supplies, articles or equipment of the general character described by the specifications and i•equired under the contract are bought, lcept in stocic, and regularly sold or leased to the public in the usual course of business: (A) To be a regular dealer, the firm must be an established, regular business that engages, as its principal business and under its own name, in the purchase and sale or lease of the products in question. (B) A person may be a regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone or asphalt without owning, operating, or maintaining a place of business as provided in the first paragraph under Section 1.A.S.c.(2), if the person both owns and operates distribution equipment for the products. Any supplementing of regular dealers' own distribution equipment shall be by a long-term lease agreement and not on an ad hoc or contract-by-contract basis. (C) Pacicagers, brolcers, manufacturers' representatives, or other persons who arrange or expedite transactions are not regular dealers within the meaning of Section 1.A.S.c.(2). (3) With respect to materials or supplies purchased from DBE which is neither a manufacturer nor a regular dealer, count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, toward DBE goals, provided you determine the fees to be reasonable and not excessive as compared with fees customarily allowed for similar services. 8-11 000--1966 06-10 Do not count any portion of the cost of the materials and supplies themselves toward DBE goals. (4) Count the entire amount of fees or commissions charged by a DBE iirm for providing a bona fide service, such as professional, technical, consultant or managerial services, or for providing bonds or insurance specifically required for the performance of a DOT-assisted contract, toward DBE goals, provided you determine the fee to be reasonable and not excessive as compared with fees customarily allowed for similar services. d. If the Contractor chooses to assist a DBE iirm, other than a manufacturing material supplier or regular dealer, and the DBE firm accepts the assistance, the Contractor may act solely as a guarantor by use of a two-party checic for payment of materials to be used on the project by the DBE. The material supplier must invoice the DBE who will present the invoice to the Contractor. The Contractor may issue a joint check to the DBE and the material supplier and the DBE firm inust issue the remittance to the material supplier. No funds shall go directly from the Contractor to the material supplier. The DBE firm may accept or reject this joint checking arrangement. The Contractor must obtain approval from the Department prior to implementing the use of j oint check arrangements with the DBE. Submit to the Department, Joint Check Approval Form 2178 for requesting approval. Provide copies of cancelled joint checks upon request. No DBE goal credit will be allowed for the cost of DBE materials that are paid by the Contractor directly to the material supplier. e. No DBE goal credit will be allowed for supplies and equipment the DBE subcontractor leases from the contractor or its affiliates. f. No DBE goal credit will be allowed for the period of time determined by the Department that the DBE was not performing a CUF. The denial period of time may occur before or after a determination has been made by the department. In case of the denial of credit for non-performance of a CUF of a DBE, the Contractor will be required to provide a substitute DBE to meet the contract goal or provide an adequate good faith effort when applicable. 6. Records and Reports. a. The Contractor shall submit monthly reports, after work begins, on DBE payments to meet the DBE goal and for DBE or HUB race-neutral participation. Report payments made to non-DBE HUBs. The monthly report is to be sent to the Area Engineer. These reports will be due within 15 days after the end of a calendar month. These reports will be required until all DBE subconti•acting or material supply activity is completed. Form SMS.4903, "DBE Progress Report," is to be used for monthly reporting. Form. SMS.4904, "DBE Final Report," is to be used as a final summary of DBE payments submitted upon completion of the project. 9-11 000--1966 06-10 The original iinal report must be submitted to the OCR and a copy must be submitted to the Area Engineer. These forms may be obtained from the Department or may be reproduced by the Contractor. The Department may verify the amounts being reported as paid to DBEs by requesting copies of cancelled checics paid to DBEs on a random basis. Cancelled checks and invoices should reference the Department's project number. b. DBE subcontractors and/or material suppliers should be identified on the monthly report by Vendor Number, name, and the amount of actual payment made to each during the monthly period. Negative reports are required when no activity has occurred in a monthly period. c. All such records must be retained for a period of 3 years following completion of the contract worlc, and shall be available at reasonable times and places for inspection by authorized representatives of the Department or the DOT. Provide copies of subcontracts or agreements and other documentation upon request. d. Prior to receiving final payment, the Contractor shall submit Form SMS.4904, "DBE Final Report". If the DBE goal requirement is not met, documentation supporting Good Faith Efforts, as outlined in Section 1.A.3.c of this Special Provision, must be submitted with the "DBE Final Report." e. Provide a certification of prompt payment in accordance with the Department's prompt payment procedure to certify that all subcontractors and suppliers were paid from the previous months payments and retainage was released for those whose worlc is complete. Submit the completed form each month and the month following the month when final acceptance occurred at the end of the project. 7. Compliance of Contractor. To ensure that DBE requirements of this DOT assisted contract are complied with, the Department will monitor the Contractor's efforts to involve DBEs during the performance of this contract. This will be accomplished by a review of monthly reports submitted to the Area Engineer by the Contractor indicating his progress in achieving the DBE contract goal, and by compliance reviews conducted on the project site by the Department. The Contractor shall receive credit toward the DBE goal based on actual payments to the DBE subcontractor. The Contractor shall notify the Area Engineer if he/she withholds or reduces payment to any DBE subcontractor. The Contractor shall submit an affidavit detailing the DBE subcontract payments prior to receiving final payment for the contract. Contractors' requests for substitutions of DBE subcontractors shall be accompanied by a detailed explanation which should substantiate the need for a substitution. The Contractor may not be allowed to count work on those items being substituted toward the DBE goal prior to approval of the substitution from the Department. 10-11 000--1966 06-10 The prime Contractor is prohibited from providing worlc crews and equipment to DBEs. DBE Goal credit for the DBE subcontractors leasing of equipment or purchasing of supplies from the prime contractor or its affiliates is not allowed. When a DBE subcontractor named in the commitment under Section 1.A.3.a. of this Special Provision, is terminated or fails to complete its work on the contract for any reason, the prime contractor is required to make good faith efforts to find another DBE subcontractor to substitute for the original DBE. These good faith efforts shall be directed at finding another DBE to perform at least the same amount of work under the contract as the DBE that was terminated, to the extent needed to meet the contract goal. A Contractor's failure to comply with the requirements of this Special Provision shall constitute a material breach of this contract. In such a case, the Department reserves the right to terminate the contract; to deduct the amount of DBE goal not accomplished by DBEs from the money due or to become due the Contractor, or to secure a refund, not as a penalty but as liquidated damages to the Department or such other remedy ar remedies as the Department deems appropriate. Forward Form 2371, "DBE Trucking Credit Worksheet," completed by the DBE trucicer every month DBE credit is used. B. Article B. Race-Neutral Disadvantaged Business Enterprise Participation. It is the policy of the DOT that Disadvantaged Business Enterprises (DBE) as defined in 49 CFR Part 26 Subpart A, be given the opportunity to compete fairly for contracts and subcontracts financed in whole or in part with Federal funds and that a maximum feasible portion of the Department's overall DBE goal be met using race-neutral means. Consequently, if there is no DBE goal, the DBE requirements of 49 CFR Part 26, apply to this contract as follows: The Contractor will offer DBEs as defined in 49 CFR Part 26, Subpart A, the opportunity to compete fairly for contracts and subcontractors financed in whole or in part with Federal funds. Race-Neutral DBE and non-DBE HUB participation on projects with no DBE goal shall be reported on Form SMS.4903, "DBE or HUB Progress Report" and submitted to the Area Engineer each month and at project completion. Payments to DBEs reported on Form SMS.4903 are subject to the requirements of Section 1.A.5, "Determination of DBE Participation." The Contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate. 11-11 000--1966 06-10 2004 Specifications SPECIAL PROVISION CIIIZi�►�c3r�� Partnering 1. General. It is the intent of this provision to promote an environment of trust, mutual respect, integrity, and fair-dealing between the Department and the Contractor. 2. Definitions. A. Informal Partnering. Partnering that does not make use of a facilitator. B. Formal Partnering. Partnering where the services of a facilitator (internal or external) are utilized. 3. Procedures for Partnering Meetings and Format. Informal Partnering is required for this project, unless Formal Partnering is mutually agreed to in lieu of the Informal Partnering. Facilitators. The facilitator is to act as a neutral party seeking to initiate cooperative working relationships. This individual must have the technical knowledge and ability to lead and guide discussions. Choose either an internal or external facilitator. The facilitator must be acceptable to the Engineer. (1) Internal Facilitators. A Department or Contractor internal (staf� facilitator may be selected as the facilitator at no additional cost to either party. (2) External Facilitators. A private firm or individual that is independent of the Contractor and the Department may be selected as the facilitator. Submit the facilitator's name and estimated fees for approval prior to contracting with the facilitator. ' Meetings and Arrangements. Coordinate with the Engineer for meeting dates and times, locations including third party facilities, and other needs and appurtenances including but not limited to audio/visual equipment. Malce all meeting arrangements for Formal Partnering. Use Department facilities or facilities in the vicinity of the project if available. Submit the estimated meeting costs for approval prior to finalizing arrangements. Coordinate facilitator discussions prior to the partnering meeting to allow the facilitator time to prepare an appropriate agenda. Prepare a list of attendees with job titles and include critical contractor, subcontractor, and supplier staff in the list. Provide the facilitator the list of attendees and invite the attendees listed. The Department will invite and provide a list of attendees that includes but is not limited to Department, City, County, law enforcement, railroad, and utility representatives. Participate in additional partnering meetings as mutually agreed. 1-2 000--2329 08-11 4. Payment. Expenses for employee time, contractor equipment, or overhead will not be allowed. Markups will not be allowed. Informal Partnering will be conducted with each party responsible for their own costs. For Formal Partnering using internal facilitators, the Contractor will be responsible for arrangements and for expenses incurred by its internal facilitator, including but not limited to meals, travel, and lodging. Department facilitators may be used at no additional cost. For Formal Partnering using external facilitators, submit an invoice to the Engineer for reimbursement. The Department will reimburse the Contractor for half of the eligible expenses as approved. For external facilitators not approved by the Department but used at the Contractor's option, the Contractor will be responsible for all costs of the external facilitator. For meeting facilities and appurtenances, submit an invoice to the Engineer for reimbursement. The Department will reimburse the Contractor for half of the eligible expenses as approved. 2-2 000--2329 08-11 2004 Specifications SPECIAL PROVISION 000--2332 Schedule of Liquidated Damages For pollar Amount of Original Contract From More Than To and Including 0 100,000 100,000 500,000 500,000 1,000,000 1,000,000 1,500,000 1,500,000 3,000,000 3,000,000 5,000,000 5,000,000 10,000,000 10,000,000 20,000,000 20,000,000 Over 20,000,000 1-1 Dollar Amount of Daily Contract Administration Liquidated Damages per Working Day 570 590 610 685 785 970 1125 1285 2590 000--2332 08-11 2004 Speciiications SPECIAL PROVISION 001---015 Definition of Terms ' For this project, Item 001, "Definition of Terms," of the Standard Specifications, is hereby ' amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. The following Articles are voided and replaced by the following: 1.50. Disadvantaged Business Enterprise (DBE). A small business certified through the Texas Unified Certification Program in accordance with 49 CFR Part 26, that is at least 51 % owned by one or more socially and economically disadvantaged individuals, or in the case of a publicly owned business, in which is at least 51 % of the stock is owned by one or more socially and economically disadvantaged individuals, and whose management and daily business operations are controlled by one or more of the individuals who own it. 1.128. Subcontractor. A Subcontractor is defined as an individual, partnership, limited liability company, corporation, or any combination thereof that the Contractor sublets, or proposes to sublet, any portion of a Contract, excluding a material supplier, a hauling iirm hauling only from a commercial source to the project, truck owner-operator, wholly owned subsidiary, or specialty- type businesses such as security companies and rental companies. The following Articles are voided and not replaced. 1.97. Proposal. 1.98. Proposal Form. 1.99. Proposal Guaranty. This Item is supplemented by the following: 1.148. Additive Alternate. A bid item contained in a proposal that is not a regular item or a designated alternate bid item. The additive alternate item(s) include work that may be added to the base bid worlc. 1.149. Base Bid. The total bid (includes regular bid items or conesponding alternate bid items if lower) amount without additive alternates. 1.150. Affiliates. Two or more firms are affiliated if: • they share common officers, directors, or stockholders; 1-2 001---015 06-10 • a family member of an officer, director, or stocicholder of one firm serves in a similar capaciry in another of the firms; � an individual who has an interest in, or controls a part of, one firm either directly or indirectly also has an interest in, or controls a part of, another of the firms; • the iirms are so closely connected or associated that one of the firms, either directly or indirectly, controls or has the power to control another firm; • one firm controls or has the power to control another of the firms; or, • the firms are closely allied through an established course of dealings, including but not limited to the lending of financial assistance. 1.151. Bid. The offer of the bidder for performing the worlc described in the plans and specifications including any changes made by addenda. 1.152. Bid Guaranty. The security furnished by the bidder as a guaranty that the bidder will enter into a contract if awarded. 1.153. Electronic Bid Form. The bid form contained in the Department's Electronic Bidding System. 1.154. Electronic Bidding System (EBS). The Department's automated system that allows bidders to enter and submit their bid information electronically. 1.155. Electronic Vault. The secure location where electronic bids are stored prior to bid opening. 1.156. Family Member. A family member of an individual is the individual's parent, parent's spouse, step-parent, step-parent's spouse, sibling, sibling's spouse, spouse, child, child's spouse, spouse's child, spouse's child's spouse, grandchild, grandparent, uncle, Ltncle's spouse, aunt, aunt's spouse, first cousin, or first cousin's spouse. 1.157. Printed Bid Form. The bidding form printed and sent to the bidder by the department or• printed by the bidder from the department's Electronic Bidding System. 1.158. Bid Form. The form provided by the Department used by the bidder to submit a bid. The bid form is a Department mailed bidder's form (traditional proposal submitted manually), a Department EBS printed bid form (submitted manually), or the bid form submitted electronically through the Department's EBS. 2-2 001---015 06-10 2004 Specifications SPECIAL PROVISION 002---017 Instructions to Bidders For this project, Item 002, "Instruction to Bidders," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Except for Article 2.1 the remainder of Item 2 is voided and replaced by the following: 2.2. Eligibility of Bidders. Submit for approval a Confidential Questionnaire Form and an audited financial statement or a Bidder's Questionnaire Form at least 10 days before the date that bids are to be opened. Once approved, the eligibility is valid for a period of one year. Bidders prequalified with a Bidder's Questionnaire Form are not eligible to bid on a project that requires the Coniidential Questionnaire Form and audited financial statements. Comply with all technical prequaliiication requirements in the bid form. Obtain prequaliiication forms from the Construction Division. 2.3. Issuing Bid Forms. The Department will issue a bid form to a prequalified Bidder meeting the requirements of the bid form on request if the estimated cost of the proposed Contract is within that Bidder's available bidding capacity. Request bid forms orally, in writing, or electronically. In the case of a joint venture, all joint venture participants must be prequalified. An equally divided portion of the Engineer's estimate must be within each participant's available bidding capacity. The Department will not issue a bid form for a proposed Contract if one or more of the following apply: • the Bidder is disqualified by an agency of the federal government. • the Bidder is suspended or debarred by the Commission, or is prohibited from rebidding a specific proposal because of bid error or failure to enter into a Contract of the first awarded bid. • the Bidder has not fulfilled the requirements for prequalification. , • the Bidder or a subsidiary or affiliate of the Bidder has received compensation from the _ Department to participate in the preparation of the plans or specifications on which the bid or Contract is based. • the Bidder did not attend an advertised mandatory pre-bid conference. 1-8 002---017 02-09 2.4. Interpreting Estimated Quantities. The quantities listed in the bid form are approximate and will be used for the comparison of bids. Payments will be made for the work performed in accordance with the Contract. 2.5. Examining Documents and Work Locations. Examine the bid form, plans, specifications, and specified work locations before submitting a bid for the work contemplated. Submitting a bid will be considered evidence that the Bidder has performed this examination. Borings, soil profiles, water elevations, and underground utilities shown on the plans were obtained for use of the Department in the preparation of plans. This information is provided for the Bidder's information only and the Department makes no representation as to the accuracy of the data. Be aware of the difiiculty of accurately classifying all material encountered in making foundation investigations, the possible erosion of stream channels and banlcs after survey data have been obtained, and the unreliability of water elevations other than for the date recorded. Oral explanations, instructions, or consideration for contractor-proposed changes in the Items of work, specifications, plans or bid forms given during the bidding process are not binding. Only requirements included in the bid form, associated specifications, plans and Department-issued addenda are binding. Request explanations of documents in adequate time to allow the Department to reply before the bid opening date.. Immediately notify the Department of any error, omission, or ambiguity discovered in any part of the bid form, specifications or plans. The Department will issue an addendum when appropriate. 2.6. Preparing the Bid. Prepare the bid on the form furnished by the Department. Bid forms may be printed or electronic. Informational forms will not be accepted. Specify a unit price in dollars and cents for each Item for which an estimated quantity is given. When "Working Days" is an Item, submit the number of worlcing days to be used to complete the Contract, or phases of the Contract shown on the plans. An Item left blanic will constitute an incomplete bid and will be handled as prescribed in Article 2.14, "Tabulating Bids." Include unit bid prices for each Item in the Item group oz• alternate Item group, except for instances when alternate Items pertain to foreign steel or iron materials. If a bid form contains both regular bid Items for domestic and alternate bid Items pertaining to foreign steel or iron materials the bidder must either: • submit unit bid prices for domestic bid items only, or • submit unit bid prices for both the alternate foreign bid items and domestic bid items. Verify whether addenda have been issued on a proposed Contract. Acicnowledge all addenda. A. Printed Bid Forms. Make all entries and execute the bid form in inlc. Acicnowledge all addenda by checicing the appropriate box on the addendum acicnowledgement page. Provide the complete and correct name of the Bidder submitting the bid. A person authorized to bind the Bidder must sign the bid form. In the case of a joint venture, provide the complete and correct name of all Bidders submitting the bid. The bid form must be signed by person(s) authorized to bind the Bidder(s). 2-8 002---017 02-09 As an alternative to hand writing the unit prices in the bid form, submit a computer printout signed by the person authorized to bind the Bidder or for a joint venture the persons authorized to bind the Bidders. As a minimum, computer printouts must contain the information in the format shown on the "Example of Bid Prices Submitted by Computer Printout" form in the bid form. As an additional alternative, the bidder may prepare the bid using EBS and print out the bid form. Execute the bid form. A person authorized to bind the Bidder must sign the bid form. In the case of a joint venture, provide the complete and correct name of a11 Bidders submitting the bid. The bid form must be signed by persons authorized to bind the Bidders. ' B. Electronic Bid Forms. Use the electronic bid form in EBS. Acicnowledge an addendum by initialing each addendum listed under the addenda tab in EBS. Digitally sign the bid form using a digital certiiicate issued by the department. In the case of a joint venture, the person signing the ' bid form must be authorized to bind all joint venture participants. 2.7. Nonresponsive Bids. A bid that has one or more of the deficiencies listed below is nonresponsive and will not be considered. A. The person or, in the case of a manually submitted joint venture bid, persons did not sign the bid form. B. The proposal guaranty did not comply with the requirements contained in Article 2.8, "Bid Guaranty." C. The bid was in a form other than the official bid form issued to the Bidder or Bidders. D. The bid was not in the hands of the letting official at the time and location specified in the advertisement. For electronic bids, "in the hands of the letting official" means EBS vault acknowledgement. E. The bid form submitted had the incorrect number of Items. F. A computer printout, when used, was not signed in the name of the Bidder (or joint Bidders, in the case of a joint venture), or omitted required Items or included an Item or Items not shown in the bid form. G. The Bidder was not authorized to receive a bid form under Article 2.3, "Issuing Bid Forms." H. The Bidder failed to acknowledge receipt of all addenda issued. I. The Bidder bid more than the maximum or less than the minimum number of allowable working days shown on the plans when working days was an Item. J. The Bidder modiiied the bid in a manner that altered the conditions or requirements for worlc as stated in the bid form. K. The Bidder did not attend a specified mandatory pre-bid conference. The department will not accept or read any of the bids submitted on the same project by: • a j oint venture and one or more of its partners, or 3-8 002---017 02-09 • affiliated bidders. 2.8. Bid Guaranty. The bid guaranty amount is iixed at the amount indicated on the bid form on the date the bid form is released to the public. Provide a bid guaranty in the amount indicated on the bid form as follows: • For printed bids, use either a guaranty checic or a bid bond. An electronic bid bond may be used as the guaranty for a bid form printed from EBS. (The bid bond number is printed on the form printed from EBS and the Department verifies the bond through EBS at the letting.) • For electronic bids, use an electronic bid bond. Do not use guaranty checks or printed bid bonds on electronic bids. A. Guaranty Check. The guaranty check must be payable to the Texas Transportation Commission and must be a cashier's check, money order, or teller's checic drawn by or on a state or national bank, a savings and loan association, or a state or federally chartered credit union (collectively referred to as "bank"). The checic must be dated on or before the date of the bid opening. Post dated checics will not be accepted. The type of checic or money order must be indicated on the face of the instrument and the instrument must be no more than 90 days old. A checic must be made payable at or tl�uough the institution issuing the instrument; be drawn by a banlc and on a bank; or be payable at or through a banic. The Department will not accept personal checics, certified checks, or other types of money orders as a bid guaranty. B. Bid Bond. The bid bond must be on the form provided by the Department, with powers of attorney attached, and in the amount specified on the bid bond form. The bond form must be dated on or before the date of the bid opening, bear the impressed seal of the Surety and be signed by the Bidder or Bidders, in the case of a joint venture, and an authorized individual of the Surety. As an alternative for joint venture Bidders, each of the Bidders may submit a separate bid bond, completed as outlined in this Subarticle. Bid bonds will only be accepted from Sureties authorized to execute a bond under and in accordance with state law. C. Electronic Bid Bond. Use the most current version of the electronic bond issued by the department. For a joint venture, the bond must be in the name of all joint venture participants. Enter the bond authorization code into EBS. Use bond authorization codes issued by the companies listed in most recent version of EBS. 2.9. Submittal of Bid. Bids may be submitted either manually or electronically. A. Manually Submitted Bids. Place the completed bid form and the bid guaranty in a sealed envelope marlced to indicate the contents. When submitting by mail or delivery service, place the envelope in another sealed envelope and address as indicated in the ofiicial advertisement. It is the bidder's responsibility to ensure that the sealed bid arrives at the location described in the official advertisement of the project on or before the time and date set for the opening. The bid must be in the hands of the Letting Official by that time, regardless of the method chosen for delivery, in order to be accepted. 4-8 002---017 02-09 In addition to the requirements above, all pages of a bid form printed from EBS must be submitted. B. Electronically Submitted Bids. Submit the electronic bid to the electronic vault using EBS. It is the bidder's responsibility to ensure that the bid is received by the electronic vault on or before the time and date set for the opening. 2.10. Revising Bid Forms. Revisions to bids will be handled as follows: A. Manually Submitted Bids. 1. Before Submission. Make desired changes to the printed bid form in ink and initial the changes. 2. After Submission. Withdraw the bid in accordance with Article 2.11, "Withdrawing Bids." Make desired changes to the printed bid form in ink and initial the changes. Resubmit to the Letting Official in accordance with Article 2.9, "Delivery of Bid." The Department will not make revisions to a bid on behalf of a Bidder. B. Electronically Submitted Bids. Make desired changes up until the time and date set for the opening of bids using EBS. The electronically submitted bid with the latest time stamp by the electronic vault will be used for tabulation purposes. C. After Bid Opening. Revisions to bids are not allowed after the time and date set for the opening. 2.11. Withdrawing Bids. A. Manually Submitted Bids. Submit a signed written request to the Letting Official. The Department will not accept telephone or electronic requests, but will accept a properly signed telefacsimile request. The request must be made by a person authorized to bind the Bidder, and must be in the hands of the Letting Official before the time and date set for the opening. In the case of joint venture, the department will accept a request from any person authorized to bind a party to the joint venture to withdrawal a bid. B. Electronically Submitted Bids. Submit an electronic or written request to withdraw the bid. The electronic request must be made using EBS. For a written request, submit a signed request to the Letting Official. A request to withdraw an electronic bid must be made by a person authorized to bind the Bidder and must be made prior to the time and date set for the opening. For written request for withdrawals of electronic bids and in the case of joint venture, the department will accept a request from any person authorized to bind a party to the joint venture to withdrawal a bid. 212. Opening and Reading of Bids. At the time, date and location specified in the official advertisement, the Letting Official will publicly: • open and read manually submitted bids; and • read electronically submitted bids. 5-8 002---017 02-09 2.13. Gratuities. Do not offer Department employees benefits, gifts, or favors. The only exceptions allowed are ordinary business lunches. Failure to honor this policy may result in the termination of the Contract and sanctions under the Texas Administrative Code. Termination of the Contract will be in accordance with Article 8.7, "Termination of Contract." 2.14. Tabulating Bids. A. Official Total Bid Amount. The Department will sum the products of the quantities and the unit prices bid in the bid form to determine the official total bid amount. Except as provided in Section 2.14.G, "Special Item Considerations," the official total bid amount is the basis for determining the apparent low Bidder. The total bid amounts will be compared and the results made public. B. Consideration of Bid Format. When a Bidder submits both an electronic bid and a properly completed manual bid, the unit bid prices in the manual bid will be used to determine the total bid amount. If a bidder submits an electronic bid and an incomplete manual bid, the electronic bid will be used in the tabulation of the total bid amount. If a bidder submits two or more manual bids, all responsive bids will be tabulated. The bid with the lowest tabulation will be used to determine the total bid amount. C. Rounding of Unit Prices. The Department will round off all unit bids involving fractional parts of a cent to the nearest one-tenth cent ($0.001) in determining the amount of the bid as well as computing the amount due for payment of each Item under the Contract. For rounding purposes, entries of five-hundredths of a cent ($0.0005) or more will be rounded up to the next highest tenth of a cent, while entries less than five-hundredths of a cent will be rounded down to the next lowest tenth of a cent. D. Interpretation of Unit Prices. The Department will malce a documented determination of the unit bid price for tabulation purposes if a unit bid price is illegible. The Department's determination will be final. E. Consideration of Unit Prices. Unit bid price entries such as no dollars and no cents, zero dollars and zero cents, or numerical entries of $0.00, will be tabulated as one-tenth of a cent ($0.001). The Department will consider proposals where unit bid prices have been left blank incomplete and nonresponsive. If a proposal has a regular and a corresponding alternate Item or group of Items, the bid will be considered complete if: • the regular Item or group of regular Items has unit prices entered, or • the alternate Item or group of alternate Items has unit prices entered. The bid will be considered incomplete and noru•esponsive if: • a regular Item or group of regular Items is left blank, and • a corresponding alternate Item or group of alternate Items is left blanic. 6-8 002---017 02-09 F. Consideration of Alternate Items. The Department will make two calculations using one- tenth of a cent ($0.001) for each Item if: • a regular Item or a group of Items have an entry such as no dollars and no cents, zero dollars and zero cents, or numerical entries of $0.00, and • a corresponding alternate Item or group of Items, have an entry such as no dollars and no cents, zero dollars and zero cents, or numerical entries of $0.00. The Department will select the regular Item or Items or the alternate Item or Items at the Department's discretion if both the regular and alternate bid results in the same cost to the State. The Department will use the unit price that is greater than zero for bid tabulation if: • a unit price greater than zero has been entered for either a regular bid or a corresponding alternate Item or group of Items, and • an entry of no dollars and no cents, zero dollars and zero cents, or a numerical entry of $0.00 has been entered for the other corresponding Item or group of Items. If a unit price has been entered for both the regular Item and a corresponding alternate Item, the Department will select the option (regular or alternate) that results in the lowest cost to the State. The Department will select the regular Item or Items or the alternate Item or Items at the Department's discretion if both the regular and alternate bid results in the same cost to the State. G. Special Item Considerations. l. Rubber Additives. For proposed Contracts without federal funds, if an alternate Item for "Hot Asphalt-Rubber Surface Treatments" or "Hot Mix Asphalt Concrete Pavement" which contains ground tire rubber is shown in the bid form and the Bidder bids that alternate Item, the amounts bid for "Hot Asphalt-Rubber" and "Aggregate" or "Hot Mix Asphalt Concrete" will be reduced to 85% of the amounts actually bid. This reduction will only be used for the purposes of determining the lowest Bidder. To qualify, the ground tire rubber used must be produced from scrap tire ground in a facility in Texas. Payment for "Hot Asphalt-Rubber" and "Aggregate" or "Hot Mix Asphalt Concrete" will be at the actual unit prices bid. 2. `Buy America." For proposed Contracts where unit bid prices are submitted for both domestic and foreign steel or iron materials, the total bid amount will be calculated using both the domestic and foreign steel unit bid prices. If the total bid amount using the foreign steel or iron materials is the low bid, and the lowest bid using domestic steel or iron materials exceeds the low bid using foreign steel or iron materials by 25% or more, the apparent low Bidder will be the bid using foreign steel or iron materials. If the difference between the low bid using foreign steel or iron materials and the lowest bid using domestic steel or iron materials is less than 25%, the apparent low Bidder will be the bid using domestic steel or iron materials. 3. Home State Bidding Preference. For the purpose of determining the apparent low Bidder on proposed Contracts without federal funds, the total bid amount will be based upon the reverse application of the non-resident Bidder's home state bidding preference, if any. 2.15. Consideration of Bid Errors. The Department will consider a claim of a bid error by the apparent low Bidder if the following requirements have been met: 7-8 002---017 02-09 � Submit written notification to the Department within 5 business days after the date the bid is opened. Identify the Items of work involved and include bidding documentation. The Department may request clarification of submitted documentation. The Department will evaluate the claim of an error by the apparent low Bidder by considering the following: • The bid error relates to a material Item of work. • The bid error amount is a significant poi-tion of the total bid. � The bid eiror occurred despite the exercise of ordinary care. • The delay of the proposed work will not impact cost and safety to the public. Acceptance of the bid error claim by the Department will result in the rejection of all bids. The erring Contractor will not be allowed to bid the project when it is relet. Rejection of bids due to the Contractor's bid error may result in the application of sanctions by the Department. 2.17. Electronic Bidding. Take responsibility for correctly installing the EBS software. Secure the digital cer�tificate issued by the department at all times. Promptly report compromised digital certificates to the Department. Select an Internet Service Provider. The Department will not be responsible for Internet unavailability. The Department will not provide a computer for preparing, submitting, revising or withdrawing an electronic bid. 218. Bid Form Content. The electronic and the EBS printed bid form do not contain such things as the special provisions, special specifications, and general notes. These documents are included by reference. Manual bid forms (traditional proposals) will include such provisions. 8-8 002---017 02-09 2004 Speciiications SPECIAL PROVISION 003---033 Award and Execution of Contract For this project, Item 003, "Award and Execution of Contract," of the Standard Speciiications, is amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed. Article 3.4. Execution of Contract, Section B, Bonds. The iirst paragraph is supplemented by the following: Sample versions of the standard performance and payment bonds may be viewed on the department's Internet site at: http://www.txdot.�ov/txdot library/consultants contractors/forms/contractors.htin 1-1 003---033 07-09 2004 Specifications SPECIAL PROVISION 004---017 Scope of Work For this project, Item 4, "Scope of Work," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 4.2. Changes in the Work. The first paragraph is supplemented by the following: The Contractor is responsible for notifying the sureties of any changes to the contract. Article 4.2. Changes in the Work. The sixth paragraph is voided and replaced by the following: When the quantity of work to be done under any major item of the Contract is less than 75% of the original quantity stated in the Contract, then either parly to the Contract may request an adjustment to the unit price. When mutually agreed, the unit price may be adjusted by multiplying the Contract unit price by the factor in Table L If an adjusted unit price cannot be agreed upon, the Engineer may determine the unit price by multiplying the Contract unit price by the factor in Table 1. % of >SOand<75 >25and<50 < 25 Table 1 Based Price Ad ustment Factors Factor 1.05 1.15 1.25 Article 4.4. Requests and Claims for Additional Compensation, Section A., Delay Claims is voided and replaced by the following: A. Damages. Damages occur when impacts that are the responsibility of the Department result in additional costs to the contractor that could not have been reasonably anticipated at the time of letting. Costs of performing additional work are not considered damages. For contractor damages, the intent is to reimburse the Contractor for actual expenses arising out of a compensable impact. No profit or marlcups, other than labor burden, wi11 be allowed. For damages, labor burden will be reimbursed at 35% unless the Contractor can justify higher actual cost. Justiiication for a higher percentage must be in accordance with the methodology provided by the Department, submitted separately for project overhead labor and direct labor, and determined and submitted by a Certified Public Accountant (CPA). Submit CPA-prepared labor burden rates directly to the Contract Letting and Contractor Prequalification Branch of the Construction Division. 1-3 004---017 04-10 1. Delay Damages. If the Contractor requests compensation for delay damages and the delay is determined to be compensable, then standby equipment costs and project overhead compensation will be based on the duration of the compensable delay and will be limited as follows: a. Standby Equipment Costs. • Standby costs will not be allowed during periods when the equipment would have otherwise been idle. • No more than 8 hr. of standby will be paid during a 24-hr. day, nor more than 40 Yu. per weelc, nor more than 176 hr. per month. • For Contractor-owned equipment, standby will be paid at 50% of the rental rates found in the Rental Rate Blue Boolc for Construction Equipment and calculated by dividing the monthly rate by 176 and multiplying by the regional adjustment factor and the rate adjustment factor. For leased equipment on standby, 100% of the invoice cost of the leased equipment will be paid. Operating costs will not be allowed. b. Project Overhead. Project overhead is defined as the administrative and supervisoiy expenses incurred at the worlc locations. When delay to project completion occurs, reimbursement for project overhead for the prime contractor will be made using the following options: • reimbursed at 6% (computed as daily cost by dividing 6% of the original contract amount by the as-let number of worlcing days) or • actual documented costs for the impacted period. Project overhead for delays impacting sub-contractors will be determined from actual documented costs submitted by the Contractor. The granting of time extensions and suspensions alone will not be justification for reimbursement for project overhead. c. Home Office Overhead. The Department will not compensate the Contractor for home office overhead. Article 4.4. Requests and Claims for Additional Compensation, Section B., Dispute or Claims Procedure is voided and replaced by the following: B. Dispute or Claims Procedure. Worlc with the Engineer to resolve or escalate all issues in accordance with the procedures outlined at the pre-construction conference. Establish with the Engineer an issue escalation ladder and adhere to the following: l. Project Pledge. At a minimum, Contractor representatives at the level of foreman and above will certify in writing they will approach the construction of this project in a manner consistent with delivering a high quality project in a safe, cost-effective, and timely manner, and they will be committed to not allowing personality conflicts or personal interests to interfere with providing the public with a quality project. Failure to uphold this commitment may result in grounds for removal from the project by the District Engineer. 2-3 004---017 04-10 2. Issue Resolution Process. An issue is any aspect of the contract where representatives of the participants in the contract do not agree. The individuals identified at the lowest level of the issue escalation ladder will initiate the issue resolution process by escalating any issue that remains unresolved within the time frame outlined in the issue escalation ladder. Use the Department's automated issue tracicing system to submit and track issues escalated to the area engineer or above. Do not use the automated issue tracking system for routine issues resolved on the project. Once the issue is recorded in the automated issue tracking system, the issue will be escalated to the district engineer within 15 calendar days. The district engineer will issue written direction within 7 calendar days. Worlc with the district to resolve all issues during the course of the contract. In the event the district and the Contractor cannot resolve an issue, the Contractor may file a contract claim after the completion of the contract to be handled in accordance with the Department's contract claim procedure. Contract claims will not be presented to the Contract Claims Committee for consideration prior to the final payment to the Contractor. It is the Contractor's responsibility to prove or justify all claims and requests in a timely manner. The deadline for filing a claim in accordance with 43 TAC Section 9.2, is the earlier of 1 year after the date of iinal acceptance, date of default, or date of termination except that claims for warranty enforcement can be made up to 1 year after expiration of the warranty period. 3-3 004---017 04-10 2004 Specifications SPECIAL PROVISION 005---004 Control of the Work For this project, Item 005, "Control of the Worlc," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 5.2 Plans and Worl�ing Drawings, is supplemented with the following: Submit shop drawings electronically for the fabrication of structural items as documented in the "Guide to Electronic Shop Drawing Submittal" available on the internet at http://www.dot.state.tx.us/publications/bridge/e_subnlit guide.pdf and as directed by the Engineer for other items required by the standard specifications. References to 11 x 17 sheets in individual specifications for structural items imply electronic CAD sheets. 1-1 005---004 10-06 2004 Specifications SPECIAL PROVI5ION 006---030 Control of Materials For this project, Item, Item 006, "Control of Materials," of the Standard Specifications is amended hereby with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 6.9. Recycled Materials is voided and replaced by the following: The Department will not allow hazardous wastes, as defined in 30 TAC 335, proposed for recycling. Use nonhazardous recyclable materials (NRMs) only if the Specification for the Item does not disallow or restrict use. Determine if NRMs are regulated under 30 TAC 312, 330, 332, 334, or 335, and comply with all general prohibitions and requirements. Use NRMs in accordance with DMS-11000, `Bvaluating and Using Nonhazardous Recyclable Materials Guidelines," and furnish all documentation required by that Specification. Article 6.10. Hazardous Materials is voided and replaced by the following: Use materials that are free of hazardous materials as defined in Item l, "Definition of Terms." Notify the Engineer immediately when a visual observation or odor indicates that materials in required material sources or on sites owned or controlled by the Department may contain hazardous materials. Except in the case of Section 6.10.A.1.a, "Cleaning and Painting Steel" below, the Department is responsible for testing and removing or disposing of hazardous materials not introduced by the Contractor on sites owned or controlled by the Department as indicated below. The plans wi11 indicate locations where paint on steel is suspected to contain hazardous materials and where regulated asbestos containing materials have been found. The Engineer may suspend work wholly or in part during the testing, removal, or disposition of hazardous materials on sites owned or controlled by the Department, except in the case of Section 6.10.A.1.a. When a visual observation or odor indicates that materials delivered to the work locations by the Contractor may contain hazardous materials, have an approved commercial laboratory test the materials for contamination. Remove, remediate, and dispose of any of these materials found to be contaminated. Testing, removal, and disposition of hazardous materials introduced onto the work locations by the Contractor will be at the Contractor's expense. Working day charges will not be suspended and extensions of working days will not be granted for activities related to handling hazardous material delivered by the Contractor. A. Painted Steel Requirements. As shown on the plans, existing paint on steel may contain hazardous materials. Perform work in accordance with the following: 1. Removing Paint from Steel. 1-2 006---030 01-07 a. Cieaning and Painting Steel. For contracts that are primarily for painting existing steel, perform the work in accordance with Item 446, "Cleaning and Painting Steel." b. Other Contracts. For all other projects when an existing paint must be removed to perform other work, perform paint removal worlc in accordance with Item 446, "Cleaning and Painting Steel" unless the paint is shown or determined to contain hazardous materials. If the paint is shown or determined to contain hazardous materials, the Department will provide for a separate contractor to remove paint prior to or during the Contract to allow dismantling of the steel for the Contractor's salvaging, reuse, or recycling or where paint must be removed to perform other work. For steel that is dismantled by unbolting, no paint stripping will be required. Use care to not damage existing paint. When dismantling is performed using flame or saw-cutting methods to remove steel elements coated with paint containing hazardous materials, the plans will show stripping locations. Coordinate with the separate contractor for stripping work to be performed during the Contract. 2. Removal and Disposal of Painted Steel. For Contracts where painted steel is to be removed and disposed of by the Contractor, painted steel may be reused or disposed of at a steel recycling or smelting facility. If the paint is shown or determined to contain hazardous materials, maintain and malce available to the Engineer invoices and other records showing the reuse owner or for recycling, records obtained from the recycling or smelting facility showing the received weight of the steel and the facility name. Painted steel to be retained by the Department will be shown on the plans. B. Asbestos Requirements. The plans will indicate locations or elements where asbestos containing materials (ACM) have been found. At these locations or at locations where previously unknown ACM has been found, the Department will arrange for abatement by a separate contractor during the Contract. For woric at these locations, notify the Engineer of proposed dates of demolition or removal of structural elements with ACM at least 60 days before work is to begin to allow the Department sufiicient time to abate the asbestos. When the worlc by a separate contractoi• for removal of paint or asbestos abatement is to be performed during the Contract, provide traffic control as showri on the plans and coordinate and cooperate with the separate contractor. Continue other work detailed in the plans not directly involved in the paint removal or asbestos abatement worlc. Coordinate with the Department the timing of the separate contractor's worlc in advance in order to allow the Department to schedule worlc with the separate contractor. Worlc for the h•affic control and other worlc will not be paid for directly but will be subsidiaiy to pertinent Items. 2-2 006---030 O 1-07 2004 Specifications SPECIAL PROVISION [IZIY�!�E:3 Legal Relations and Responsibilities For this project, Item 7, "Legal Relations and Responsibilities" of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 7.4. Insurance and Bonds is voided and replaced by the following: As specified in Article 3.4, "Execution of Contract," provide the Department with a Certificate of Insurance verifying the types and amounts of coverage shown in Table l. The Certificate of Insurance must be in a form approved by the Texas Department of Insurance Any Certificate of Insurance provided shall be available for public inspection. Table 1 Insurance Requ Cype of Insurance General Liability Insurance Automobile Policy orkers' Compensation Risk Builder's Risk Insurance or contracts zments Amount of Covera fot Less Than: 600,000 each occurrence ot Less Than: i00,000 combined single limit ot Less Than: 100% of Contract Price By signing the Contract, the Contractor certifies compliance with all applicable laws, rules, and regulations pertaining to workers' compensation insurance or legitimate alternates. This certiiication includes all subcontractors. Pay all deductibles stated in the policy. Subcontractors must meet the requirements of Table 1 either through their own coverage or through the Contractor's coverage. Insurances must cover the contracted work for the duration of the Contract and must remain in effect until final acceptance. Failure to obtain and maintain insurance for the contracted work may result in suspension of worlc or default of the Contract. If the insurance expires and coverage lapses for any reason, stop all worlc until the Department receives an acceptable Certificate of Insurance. The Worlcers' Compensation policy must include a waiver of subrogation endorsement in favor of the State. 1-4 007---918 11-11 For building-facilities contracts, provide All Risk Builder's Risk Insurance to protect the Department against loss by storm, fire or extended coverage perils on work and materials intended for use on the project including the adjacent structure. Name the Department under the Lost Payable Clause. Provide a substitute Surety on the Contract bonds in the original full Contract amount within 15 days of notification if the Surety is declared banlcrupt or insolvent, the Surety's underwriting limitation drops below the Contract amount or the Surety's right to do business is terminated by the State. The substitute Surety must be authorized by the laws of the State and acceptable to the Department. Worlc will be suspended until a substitute Surety is provided. Working day charges will be suspended for 15 days or until an acceptable Surety is provided, whichever is sooner. Article 7.8. Hauling and Loads on Roadways and Structures is supplemented by the following: D. Stockpiling of Materials. Do not store or stockpile material on bridge structures without written permission. If required, submit a structural analysis and supporting documentation by a licensed professional engineer for review by the Engineer. Permission may be granted if the Engineer finds that no damage or overstresses in excess of those noimally allowed for occasional overweight loads will result to structures that will remain in use after Contract completion. Provide temporary matting or other protective measures as directed. Article 7.14. Contractor's Responsibility for Woric, Section B. Appurtenances is voided and replaced by the following: B. Appurtenances. l. Unreimbursed Repair. Except for destruction (not reusable) due to hurricanes, reimbursement will not be made for repair of damage to the following temporary appurtenances, regardless of cause: • signs, • barricades, • changeable message signs, and • other worlc zone traffic control devices. Crash cushion attenuators and guardrail end treatments are the exception to the above listing and are to be reimbursed in accordance with Section 7.14.B.2, "Reimbursed Repair." For the devices listed in this section, reimbursement may be made for damage due to hurricanes. Where the contractor retains replaced appurtenances after completion of the project, the Department will limit the reimbursement to the cost that is above the salvage value at the end of the project. 2. Reimbursed Repair. Reimbursement will be made for repair of damage due to the causes listed in Section 7.14.A, "Reimbursable Repair," to appurtenances (including temporary and permanent crash cushion attenuators and guardrail end treatments). 2-4 007---918 11-11 Article 7.15. Electrical Requirements, Section A. Definitions, Section 3. Certi�ed Person is voided and replaced by the following: 3. Certiiied Person. A certified person is a person who has passed the test from the TxDOT course TRF450, "TxDOT Roadway Illumination and Electrical Installations" or other courses as approved by the Traffic Operations Division. Submit a current and valid TRF certification upon request. On June 1, 201 l, Texas Engineering Extension Service (TEEX) certifications for "TxDOT Electrical Systems" course �vill no longer be accepted. All TRF 450 certifications that have been issued for "TxDOT Roadway Illumination and Electrical ; Installations" course that expire before June 1, 2011 will be accepted until June 1, 2011. Article 7.15. Electrical Requirements, Section A. De�nitions, Section 4. Licensed Electrician is voided and replaced by the following: 4. Licensed Electrician. A licensed electrician is a person with a current and valid ' unrestricted master electrical license, or unrestricted journeyman electrical license that is ' supervised or directed by an unrestricted master electrician. An unrestricted master electrician need not be on the worlc locations at all times electrical work is being done, but the unrestricted master electrician must approve work performed by the unrestricted ' journeyman. Licensed electrician requirements by city ordinances do not apply to on state system worlc. The unrestricted journeyman and unrestricted master electrical licenses must be issued by the Texas Department of Licensing and Regulation or by a city in Texas with a population of 50,000 or greater that issues licenses based on passing a written test and demonstrating experience. The Engineer may accept other states' electrical licenses. Submit documentation of the requirements for obtaining that license. Acceptance of the license will be based on sufficient evidence that the license was issued based on: • passing a test based on the NEC similar to that used by Texas licensing officials, and • sufiicient electrical experience commensurate with general standards for an unrestricted master and unrestricted journeyman electrician in the State of Texas. Article 7.19. Preservation of Cultural and Natural Resources and the Environment is supplemented by the following: G. Asbestos Containing Material. In Texas, the Department of State Health Services (DSHS), Asbestos Programs Branch, is responsible for administering the requirements of the National Emissions Standards for Hazardous Air Pollutants, 40 CFR, Subpart M(NESHAP) and the Texas Asbestos Health Protection Rules (TAHPR). Based on EPA guidance and regulatory background information, bridges are considered to be a regulated "facility" under NESHAP. Therefore, federal standards for demolition and renovation apply. Provide notice to the Department of demolition or renovation to the structures listed in the plans at least 30 calendar days prior to initiating demolition or renovation of each structure or load bearing member. Provide the scheduled start and completion date of structure demolition, renovation, or removal. 3-4 007---918 11-11 When demolition, renovation, or removal of load bearing members is planned for several phases, provide the start and completion dates identified by separate phases. DSHS requires that notifications be postmarked at least 10 working days prior to initiating demolition or renovation. If the date of actual demolition, renovation, or removal is changed, the Department will be required to notify DSHS at least 10 days in advance of the worlc. This notification is also required when a previously scheduled (notification sent to DSHS) demolition, renovation or removal is delayed. Therefore, if the date of actual demolition, renovation, or removal is changed, provide the Engineer, in writing, the revised dates in sufficient time to allow for the Department's notification to DSHS to be postmarlced at least 10 days in advance of the actual work. Failure to provide the above information may require the tempoi•ary sttspension of worlc under Article 8.4, "Temporary Suspension of Worlc or Worlcing Day Charges," due to reasons under the control of the Contractor. The Department retains the right to determine the actual advance notice needed for the change in date to address post office business days and staff availability. Article 7.20, Agricultural Irrigation. This Item is supplemented by the following: Regulate the sequence of work and make provisions as necessary to provide for agricultural irrigation or drainage during the work. Meet with the Irrigation District or land owner to determine the proper time and sequence when irrigation demands will permit shutting-off water flows to perforrn worlc. Unless otherwise provided on the plans, the work required by these provisions will not be paid for directly but shall be considered as subsidiary worlc pertaining to the various bid items of this contract. 4-4 007---918 11-11 2004 Specifications SPECIAL PROVISION 008---119 Prosecution and Progress For this project, Item 8, "Prosecution and Progress," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 8.8. Subcontracting, is supplemented with the following: For all DBE subcontracts including all tiered DBE subcontracts, submit a copy of the executed subcontract agreement. 1-1 008---119 06-10 2004 Specifications SPECIAL PROVISION 009---009 Measurement and Payment For this project, Item 009, "Measurement and Payment," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 9.6. Progress Payments, Section A, Retainage is voided and replaced by the following: A. Retainage. Retainage will not be withheld on this project. Article 9.6. Progress Payments, Section B, Payment Provisions for Subcontractors is voided and replaced by the following: B. Payment Provisions for Subcontractors. For the purposes of this Article only, the term subcontractor includes suppliers and the term work includes materials provided by suppliers at a location approved by the department. Pay the subcontractors for work performed within 10 days after receiving payment for the worlc performed by the subcontractor. Also, pay any retainage on a subcontractor's work within 10 days after satisfactory completion of all of the subcontractor's work. Completed subcontractor worlc includes vegetative establishment, test, maintenance, performance, and other similar periods that are the responsibility of the subcontractor. For the purpose of this Section, satisfactory completion is accomplished when: the subcontractor has fulfilled the Contract requirements of both the Department and the subcontract for the subcontracted work, including the submittal of all information required by the specifications and the Department; and the work done by the subcontractor has been inspected, approved, and paid by the Department. The inspection and approval of a subcontractor's work does not eliminate the Contractor's responsibilities for all the work as defined in Article 7.14, "Contractor's Responsibility for Work." The Department may pursue actions against the Contractor, including withholding of estimates and suspending the work, for noncompliance with the subcontract requirements of this Section upon receipt of written notice with sufficient details showing the subcontractor has complied with contractual obligations as described in this Article. These requirements apply to all tiers of subcontractors. Incorporate the provisions of this Article into all subcontract or material purchase agreements. 1-1 009---009 04-06 2004 Specifications SPECIAL PROVISION 009---015 Measurement and Payment For this project, Item 9, "Measurement and Payment," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this ' Item are waived or changed hereby. Article 9.5. Force Account, B. Insurance and Taxes is replaced by the following: B. Labor Surden. An additiona155% of the labor cost, excluding the 25% compensation provided in Section 9.S.A, "Labor," will be paid as compensation for labor insurance and labor taxes including the cost of premiums on non-project specific liability (excluding vehicular) insurance, workers compensation insurance, Social Security, unemployment insurance taxes, and fringe benefits. 1-1 009---015 12-07 2004 Specifications SPECIAL PROVISION 100---002 Preparing Right of Way ' For this project, Item 100, "Preparing Right of Way," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 100.4. Payment. The second paragraph is voided and replaced by the following: ' Total payment of this Item will not exceed 10% of the original contract amount until iinal acceptance. The remainder will be paid on the estimate after the final acceptance under Article 5.8, "Final Acceptance." 1-1 100---002 10-07 2004 Specifications SPECIAL PROVISION 161---006 Compost ' For this project, Item 161, "Compost," of the Standard Specifications, is hereby amended with ' respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 161.2. Materials. Table 1 and following two paragraphs are voided and replaced by the following: Table 1 Ph sical Re uirements for Com ost Property Test Method Requirement TMECC' 02.02-B "Sample Sieving for Aggregate Size 95% passing 5/8 in. Particle Size Classification" 70% passing 3/8 in. TMECC 04.06, "Heavy Metals and Hazardous Elements": 04.06-As, Arsenic 04.06-Cd, Cadmium 04.06-Cu, Copper Heavy Metals Content 04.06-Pb, Lead Pass 04.06-Hg, Mercury 04.06-Mo, Molybdenum 04.06-Ni, Nickel 04.06-Se, Selenium 04.06-Zn, Zinc Salinity TMECC 04.10-A, "1:5 Slurry Method, Mass Basis" 5.0 dS/m Max2 pH TMECC 04.11-A, "1:5 Slurry pH" 5.5-8.5 Maturity TMECC 05.05-A, "% Emergence and Relative Seedling � 80o�0 Vigor OrQanic Matter Content TMECC 05.07-A, "Loss-On-Ignition Organic Matter 25-65% (dry mass) " Method" Stability TMECC 05.08-B, "Carbon Dioxide Evolution Rate" < 8 Fecal Coliform TMECC 07.01-B, "Fecal Coliforms" 1,000 MPN/g Max 1. "Test Methods for the EYamination of Composting and Compost," published by the United States Department of Agriculture and the USCC. 2. A soluble salt content up to 10.0 dS/m for compost used in compost-manufactured topsoil will be acceptable. Maintain compost in designated stockpiles at the producer's site. The Depai-tment reserves the right to sample compost at the jobsite. Material may be tested to verify compliance with this Speciiication by an STA-certified lab. Make payment to the STA-certified lab approved by the Department. Submit lab invoices for passing tests to the Department for reimbursement. Maintain a complete record of all test reports for the previous and current calendar year. 1-1 161---006 11-10 2004 Specifications SPECIAL PROVISION 247---033 Flexible Base For this project, Item 247, "Flexible Base," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 247.2. Materials, Section A. Aggregate, Table 1. Material Requirements is replaced by the following: Table 1 Material Re uirements Property Test Grade 1 Grade 2 Grade 3 Grade 4 Grade 5 Method Master gradation sieve size . (cumulative % retained) 2-1/2 in. — 0 0 0 1-3/4 in. Tex-110-E 0 0-10 0-10 0-5 7/8 in. 10-35 — — As shown on 10-35 3/8 in. 30-50 — — the plans 35-65 No.4 45-65 45-75 45-75 45-75 No.40 70-85 60-85 50-85 70-90 Liquid Limit, As shown on % max.l Tex-104-E 35 40 40 the lans 35 Plasticity Index, 10 12 12 As shown on 10 max. Tex-106-E the lans Plastici index, min.' As shown on the lans Wet ball mill, 40 45 _ As shown on 40 % max.2 the lans Wet ball mill, % max. Tex-116-E increase passing the 20 2p _ As shown on 20 No. 40 sieve the plans When When As shown on Classification, max. 3 Tex-117-E shown on shown on — the plans the lans the lans Min. compressive stren th, si lateral ressure 0 si Tex-117-E 45 35 _ As shown on lateral ressure 3 si _ _ _ the plans 90 lateral ressure I S si 175 175 — 175 l. Determine the plastic index in accordance with'1'ex-107-� (hnear shrmkage) when hquid limit is unattamable as defined in Tex-104-E. 2. When a soundness value is required by the plans, test material in accordance with Tex-411-A. 3. When Classification is required by the plans, a triaxial Classification of 1.0 or less for Grades 1 and 2.3 or less for Grade 2 is required. The Classi�ication requirement for Grade 4 will be as shown on the plans. 1-2 247-033 03-09 Article 247.2. Materials, Section A. Aggregate, Section 3. Recycled Material, Section b. Recycled Material (Including Crushed Concrete) Requirements, Section (1), Contractor Furnished Recycled Materials is supplemented by the following: Provide recycled materials that have a maximum sulfate content of 3000 ppm when tested in accordance with Tex-145-E. Article 247.4. Construction, Section C. Compaction is supplemented by the following: Before final acceptance, the Engineer will select the locations of tests and measure the flexible base depth in accordance with Tex-140-E when Complete in Place measurement is specified. Correct areas deficient by more than 1/2 in. in thicicness by scarifying, adding material as required, reshaping, recompacting, and refinishing at the Contractor's expense. Article 247.4. Construction, Section C. Compaction, Section 2. Density Control frst paragraph is replaced by the following: Compact to at least 100% of the maximum diy density determined by Tex-113-E, unless otherwise shown on the plans. Maintain moisture during compaction at not less than 1 percentage point below the optimum moisture content determined by Tex-113-E. Determine the moisture content of the material in accordance with Tex-115-E or Tex-103-E during compaction daily and report the results the same day to the Engineer, unless otherwise shown on the plans or directed. 2-2 247-033 03-09 2004 Specifications SPECIAL PROVISION 247---033 Flexible Base ' For this project, Item 247, "Flexible Base," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 247.2. Materials, Section A. Aggregate, Table l. Material Requirements is replaced by the following: Table 1 Material Re uirements Property Test Grade 1 Grade 2 Grade 3 Grade 4 Grade 5 Method Master gradation sieve size (cumulative % retained) 2-1�2 m' Tex-110-E 0 0 0 1-3/4 in. 0 0-10 0-10 0-5 7/8 in. 10-35 — — As shown on 10-35 3/8 in. 30-50 — — the plans 35-65 No.4 45-65 45-75 45-75 45-75 No.40 70-85 60-85 50-85 70-90 Liquid Limit, As shown on %max.� Tex-104-E 35 40 40 the lans 35 Plasticity Index, 10 12 12 As shown on 10 ma.c.' Tex-106-E the lans Plastici index, min.' As shown on the lans Wet ball mill, 40 45 _ As shown on �� % max.2 the lans Wet ball mill, % max. TeY-116-E As shown on increase passing the 20 2� — the plans 20 No. 40 sieve When When As shown on Classifcation, max. 3 Tex-117-E shown on shown on — the plans the lans the lans Min. compressive stren th, si lateral ressure 0 si Tex-117-E 45 35 _ As shown on lateral ressure 3 si _ _ _ the plans 90 lateral ressure 15 si 175 175 — 175 1. Determine the plastic index in accordance with "l�ex-lU7-� (linear shrinkage) when liquid limlt is unattainable as defined in Tex-104-E. 2. When a soundness value is required by the plans, test material in accordance with Tex-4ll-A. 3. When Classification is required by the plans, a tria:cial Ciassiiication of 1.0 or less for Grades 1 and 23 or less for Grade 2 is required. The Classification requirement for Grade 4 will be as shown on the plans. 1-2 247-033 03-09 Article 247.2. Materials, Section A. Aggregate, Section 3. Recycled Material, Section b. Recycled Material (Including Crushed Concrete) Requirements, Section (1), Contractor Furnished Recycled Materials is supplemented by the following: Provide recycled materials that have a maximum sulfate content of 3000 ppm when tested in accordance with Tex-145-E. Article 247.4. Construction, Section C. Compaction is supplemented by the following: Before final acceptance, the Engineer will select the locations of tests and measure the flexible base depth in accordance with Tex-140-E when Complete in Place measurement is speciiied. Correct areas deiicient by more than 1/2 in. in thickness by scarifying, adding material as required, reshaping, recompacting, and refinishing at the Contractor's expense. Article 24'7.4. Construction, Section C. Compaction, Section 2. Density Control �rst paragraph is replaced by the following: Compact to at least 100% of the maximum dry density determined by Tex-113-E, unless otherwise shown on the plans. Maintain moisture during compaction at not less than 1 percentage point below the optimum moisture content determined by Tex-113-E. Determine the moisture content of the material in accordance with Tex-115-E or Tex-103-E during compaction daily and report the results the same day to the Engineer, unless otherwise shown on the plans or directed. 2-2 247-033 03-09 2004 Speciiications SPECIAL PROVISION �11 1 1 Lime Treatment (Road-Mixed) For this project, Item 260, "Lime Treatment (Road-Mixed)," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 260.2. Materiais, Section A. Lime. The first two sentences are voided and replaced by the following: Furnish lime that meets the requirements of DMS-6350 "Lime and Lime Slurry," and DMS- 6330, "Prequalification of Lime Sources." Use hydrated lime, commercial lime slurry, quicklime, or carbide lime slurry as shown on the plans. Article 260.3. Equipment, Section B. Slurry Equipment. The last sentence of the second paragraph is voided and replaced by the following: Equip the distributor trucic with a sampling device in accordance with Tex-600-J, Part I, when using commercial lime slurry or carbide lime slurry. Article 260.4. Construction, Section C. Application of Lime, Section 2. Slurry Placement. The first paragraph is voided and replaced with the following: Provide slurry free of objectionable materials, at or above the minimum dry solids content, and with a uniform consistency that will allow ease of handling and uniform application. Deliver commercial lime slurry or carbide lime slurry to the jobsite, or use hydr•ated lime or quiciclime to prepare lime slurry at the jobsite or other approved location, as specified. When dry quicklime is applied as a slurry, use 80 percent of the amount shown on the plans. Article 260.4. Construction, Section D. Mixing. The third paragraph is voided and replaced with the following: After mixing, the Engineer may sample the mixture at roadway moisture and test in accordance with Tex-101-E, Part III, to determine compliance with the gradation requirements in Table 1. Article 260.5. Measurement, Section A. Lime is supplemented by the following: 4. Carbide Lime Slurry. Lime slurry will be measured by the ton (dry weight) as calculated from the minimum percent dry solids content of the slurry, multiplied by the weight of the slurry in tons delivered. 1-2 260---003 10-11 Article 260.6. Payment. The first paragraph is voided and replaced by the following: The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid in accordance with Section 260.6.A, "Lime," and Section 260.6.B, "Lime Treatment." Article 260.6. Payment, Section A. Lime. The first sentence is voided and replaced by the following: A. Lime. Lime will be paid for at the unit price bid for "Lime" of one of the following types: • Hydrated Lime (Dry), � Hydrated Lime (Slurry), • Commercial Lime Slurry, • Quicklime (Dry), � Quiciclime (Slurry), or • Carbide Lime Slurry. Article 260.6. Payment, Section B. Lime Treatment is voided and replaced by the following: B. Lime Treatment. Lime treatment will be paid for at the unit price bid for "Lime Treatment (Existing Material)," "Lime Treatment (New Base)," or "Lime Treatment (Mixing Existing Material and New Base)," for the depth specified. No payment will be made for thicicness or width exceeding that shown on the plans. This price is full compensation for shaping existing material, loosening, mixing, pulverizing, spi•eading, applying lime, compacting, finishing, curing, curing materials, blading, shaping and maintaining shape, replacing mixture, disposing of loosened materials, processing, hauling, preparing secondary subgrade, water, equipment, labor, tools, and incidentals. 2-2 260---003 10-11 2004 Speciiications SPECIAL PROVISION 275---003 Cement Treatment (Road-Mixed) For this project, Item 275, "Cement Treatment (Road-Mixed)," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 275.4. Construction, Section D. Mixing. The second paragraph is voided and replaced with the following: After mixing, the Engineer may sample the mixture at roadway moisture and test in accordance with Tex-101-E, Part III, to determine compliance with the gradation requirements in Table l. Article 275.4. Construction, Section E. Compaction. The first paragraph is voided and replaced by the following: Compact the mixture in one lift using density control unless otherwise shown on the plans. Complete compaction within 2 hours after the application of water to the mixture of material and cement. Article 275.6 Payment. The first paragraph is voided and replaced by the following: The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid in accordance with Section 275.S.A, "Cement," and Section 275.S.B, "Cement Treatment." Article 275.6 Payment, Section B. Cement Treatment is voided and replaced by the following: B. Cement Treatment. Cement treatment will be paid for at the unit price bid for "Cement Treatment (Existing Material)," "Cement Treatment (New Base)," or "Cement Treatment (Mixing Existing Material and New Base)," for the depth specified. No payment will be made for thickness or width exceeding that shown on the plans. This price is full compensation for shaping existing material, loosening, mixing, pulverizing, spreading, applying cement, compacting, finishing, curing, curing materials, blading, shaping and maintaining shape, replacing mixture, disposing of loosened materials, processing, hauling, preparing secondaiy subgrade, water, equipment, labor, tools, and incidentals. 1-1 275---003 10-11 2004 Specifications SPECIAL PROVISION 300---039 Asphalts, Oils, and Emulsions ' For this project, Item 300, "Asphalts, Oils, and Emulsions," of the Standard Specifications is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 300.2. Materials. The iirst paragraph is voided and replaced by the following: Provide asphalt materials that meet the stated requirements when tested in accordance with the referenced Department, AASHTO, and ASTM test methods. Unless otherwise shown in the plans and specifications, provide asphalt materials that have been preapproved for use by the Construction Division, in accordance with Tex-545-C, "Asphalt Binder Quality Program." Article 300.2. Materials, Section C, Cutback Asphalt. Table 4"Rapid-Curing Cutback Asphalt" is voided and replaced by the following: Table 4 Ra id-Curin Cutback As halt Property Test Type—Grade Procedure RC-250 RC-800 RC-3000 Min ; Max Min ; Max Min � Max Kinematic viscosity, 140°F, cSt T 201 250 � 400 800 ; 1,600 3,000 ; 6,000 Water, % D 95 — ; 0.2 —; 0.2 — � 0.2 Flash oint, T.O.C., °F T 79 80 — 80 : — 80 — Distillation test: T 78 � ; Distillate, percentage by volume of ; total distillate to 680°F � to 437°F 40 ; 75 35 ; 70 20 ; 55 to 500°F 65 ; 90 55 : 85 45 � 75 to 600°F 85 — 80 — 70 — ; � Residue from distillation, volume % 70 �— 75 � — 82 — Tests on distillation residue: � Penetration, 100 g, 5 sec., 77°F T 49 80 ; 120 80 � 120 80 ; 120 Ductility, 5 cm/min., 77°F, cm T 51 100 �— 100 � — 100 ;— Solubility in trichloroethylene, % T 44 99.0 ;— 99.0 ; — 99.0 ;— Spot test Tex-509-C Neg. Neg. Neg. 300.2. Materials, Section C, Cutback Asphalt. Table 5"Medium-Curing Cutback Asphalt" is voided and replaced by the following: 1-2 300---039 07-11 Table 5 Medium-Curin Cutbacic As halt Test T e—Grade Property procedure MC-30 MC-250 MC-800 MC-3000 Min ; Max Min ; Max Min ; Max Min ; Max Kinematic viscosity, 140°F, cSt T 201 30 � 60 250 � 500 800 �1,600 3,000 �6,000 Water, % D 95 — i 0.2 — � 0.2 — � 0.2 —; 0.2 Flash oint, T.O.C., °F T 79 100 ;— 150 �— 150 ;— 150 ;— Distillation test: T 78 � ; � , Distillate, percentage by volume of total distillate to 680°F ; to 437°F — 25 — 10 — — — — to 500°F 40 ; 70 15 � 55 —; 35 —� 15 to 600°F 75 ; 93 60 ; 87 45 � 80 15 : 75 Residue from distillation, volume % 50 ;— 67 ;— 75 ;— 80 ;— Tests on distillation residue: � � Penetration, 100 g, 5 sec., 77°F T 49 120 � 250 120 i 250 120 ; 250 120 i 250 Ductility, 5 cm/min., 77°F, cml T 51 100 ;— 100 ;— 100 ;— 100 ;— Solubility in trichloroethylene, % T 44 99.0 �— 99.0 ;— 99.0 ;— 99.0 :— S ot test Tex-509-C Ne . Ne . Ne . Ne . 1. If the penetration of residue is more than 200 and the ductllity at 77"r' is less than 1 UU cm, the materlal is acceptable if its ductility at 60°F is more than 100 cm. 300.2. Materials, Section C, Cutback Asphalt. Table 6"Special-Use Cutbacic Asphalt" is voided and replaced by the following: Table 6 S ecial-Use Cutback As halt Pro er Test T e—Grade Procedure MC-2400L SCM I SCM II Min � Max Min ; Max Min t Max Kinematic viscosity, 140°F, cSt T 201 2,400 ; 4,800 500 i 1,000 1,000 i 2,000 Water, % D 95 —; 0.2 —; 0.2 —; 0.2 Flash oint, T.O.C., °F T 79 150 �— 175 :— 175 �— Distillation test: T 78 � Distillate, percentage by volume of ; ; , � total distillate to 680°F � ; to 437°F — — — — — — ; ; to 500°F —; 35 —; 0.5 —� 0.5 to 600°F 35 � 80 20 i 60 15 � 50 Residue from distillation, volume % 78 ;— 76 ;— 82 ;— Tests on distillation residue: , , Polymer SBR — — Polymer content, % (solids basis) Tex-533-C 2.0 ; — — ; — — ; — Penetration, 100 g, 5 sec., 77°F T 49 150 ; 300 180 :— 180 :— Ductility, 5 cm/min., 39.2°F, cm T 51 50 — — — —; — , Solubilit in trichloroeth lene, % T 44 99.0 �— 99.0 �— 99.0 �- 2-2 300---039 07-11 2004 Specifications SPECIAL PROVISION 316---016 Surface Treatments For this project, Item 316, "Surface Treatments", of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 316.3.A.3. Computerized Distributor. This section is voided and not replaced. Article 316.4.D.3. Asphalt Material Designed for Winter Use. This section is voided and replaced by the following: A. Cold Weather Surface Treatments. When asphalt application is allowed outside of the above temperature restrictions, the Engineer will approve the binder grade and the air and surface temperatures for asphalt material application. Apply surface treatment at air and surface temperatures as directed. Article 316.S.A. Asphalt Material. This section is voided and replaced by the following: B. Asphalt Material. Asphalt material will be measured at the applied temperature by strapping the tanlc just before and just after road application and determining the net volume in gallons from the distributor's calibrated strap sticic. The quantity to be measured for payment will be the number of gallons used, as directed, in the accepted surface treatment. 1-1 316---016 04-10 2004 Specifications SPECIAL PROVISION 318---010 Hot Asphait-Rubber Surface Treatments For this project, Item 318, "Hot Asphalt-Rubber Surface Treatments", of the Standard ' Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 318.3.A. Distributor. The second sentence is voided and not replaced. Articles 318.3.I. Truck Scales. This article is voided and not replaced. Article 318.5. Measurement. The first paragraph is voided and replaced by the following: A. A-R Binder. A-R binder, including all components, will be measured at the applied temperature by strapping the tank just before and just after road application and determining the net volume in gallons from the distributor's calibrated strap stick. The quantity to be measured for payment will be the number of gallons used, as directed, in the accepted surface treatment. 1-1 318---010 04-10 2004 Specifications SPECIAL PROVISION 330---001 Limestone Rock Asphalt Pavement For this project, Item 330, "Limestone Rock Asphalt Pavement," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 330.2. Materials is voided and replaced by the following: A. LRA Mixture. Furnish LRA according to DMS-9210 of the type, grade, and surface aggregate classification shown on the plans. B. Tack Coat. Unless otherwise shown on the plans or approved, furnish CSS-1H, SS-1H, or a performance-graded (PG) binder with a minimum high-temperature grade of PG 58 for tack coat binder in accordance with Item 300, "Asphalts, Oils, and Emulsions." Do not dilute emuisified asphalts at the terminal, in the field, or at any other location before use. If required, verify that emulsiiied asphalt proposed for use meets the minimum residual asphalt percentage specified in Item 300. The Engineer will obtain at least one sample of the tack coat per project and test the sample for specification compliance. The Engineer will obtain the sample from the asphalt distributor, immediately before use. Article 330.3 Equipment is voided and replaced by the following: Provide required or necessary equipment in accordance with Item 320, `Bquipment for Asphalt Concrete Pavement." Article 330.4 Construction, Section A. QCP is voided and replaced by the following: A. Quality Control Plan (QCP). Develop a written QCP and submit to the Engineer for approval prior to beginning production. Follow QCP in detail. Obtain approval from the Engineer for changes to the QCP made during the project. The Engineer may suspend operations if the Contractor fails to comply with the QCP. Include the following items in the QCP: 1. Project Personnel. For project personnel, include: � a list of individuals responsible for quality control with authority to talce corrective action and • contact information for each individual listed. 1-2 3 3 0---001 03-10 2. Loading and Transporting. For loading and transporting, include: • type and application method for release agents and • truck and rail car loading procedures to avoid segregation. 3. Placement and Compaction. For placement and compaction, include: • proposed arrangements for any required prepaving meetings, including dates and locations; • type and application method for release agents in the paver and on rollers, shovels, lutes, and other utensils; � procedures for the transfer of mixture into the paver while avoiding segregation and preventing material spillage; • process to balance production, delivery, paving, and compaction to achieve continuous placement operations; • paver operations (e.g., operation of wings, height of mixture in auger chamber) to avoid physical and thermal segregation and other surface irregularities; and • procedures to construct quality longitudinal and transverse joints. Article 330.4 Construction, Section B. Stockpiling of Aggregates and LRA is voided and replaced by the following: B. Stockpiling of LRA. If storing LRA at the project site, provide a smooth and well-drained area, cleared of trash, weeds, and grass. Stocicpile, handle, and load LRA in a manner that will minimize aggregate degradation and segregation. Avoid contamination and mixing of stockpiles. The Engineer may reject stockpiled materials that come in contact with the earth or other objectionable material. Article 330.4 Construction, Sections C. Storage and Heating of Fluxing Material, D. Job-Mis Formula, and E. Mixing are deleted and remaining Sections renumbered accordingly. Article 330.5. Measurement is voided and replaced by the following. LRA pavement will be measured by the ton of composite LRA pavement of the type actually used in the completed and accepted work in accordance with the plans and specifications for the project. Measure on scales in accordance with Item 520, "Weighing and Measuring Equipment." Keep records on tare weight, gross weight, and net weight of the LRA paving mixture for each load of the same type of mixture. The Construction Division will measure and report the moisture content of the LRA paving mixture used to determine payment at the plant. All water and light hydrocarbon volatiles in the mixture, in excess of 6.0% by weight at the time of weighing, will be deducted from the net weight to determine the quantity for payment. 2-2 330---001 03-10 2004 Specifications SPECIAL PROVISION 340---003 Dense-Graded Hot-Mix Asphalt (Method) For this project, Item 340, "Dense-Graded Hot-Mix Asphalt (Method)," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 340.2. Materials, Section A. Aggregate, Section 2. RAP is voided and replaced by the following: 2. RAP. RAP is salvaged, milled, pulverized, broken, or crushed asphalt pavement. Crush or break RAP so that 100% of the particles pass the 2-in. sieve. Use of Contractor-owned RAP including HMA plant waste is permitted, unless otherwise noted in the plans. Department-owned RAP stockpiles are available for the Contractor's use when the stockpile locations are shown on the plans. Department-owned RAP generated through required work on the Contract is available for the Contractor's use when shown on the plans. Perfoi�rn any necessary tests to ensure Contractor or Department-owned RAP is appropriate for use. Unless otherwise shown on the plans, the Department will not perform any tests or assume any liability for the quality of the Department-owned RAP. Fractionated RAP is defined as having 2 or more RAP stockpiles whereas the RAP is divided into coarse and fine fractions. The coarse RAP stockpile will contain only material retained by processing over a 3/8 in. screen or 1/2 in. screen unless otherwise approved. The fine RAP stockpile will contain only material passing the 3/8 in. screen or 1/2 in. screen unless otherwise approved. The Engineer may allow the Contractor to use an alternate to the 3/8 in. screen or 1/2 in. screen to fractionate the RAP. The maximum percentages of fractionated RAP may be comprised of coarse or fine fractionated RAP or the combination of both coarse and fine fractionated RAP. Utilize a separate cold feed bin for each stockpile of fractionated RAP used. Determine asphalt content and gradation of RAP stocicpiles for mixture design purposes. Perform other tests on RAP when shown on the plans. Unless otherwise shown on the plans, use no more than 10% unfractionated RAP in surface mixtures and no more than 20% unfractionated RAP in non-surface mixtures that are placed within 8 in. of the final riding surface. Use no more than 30% unfractionated RAP in non-surface mixtures that are placed 8 in. or more from the final riding surface. Unless otherwise shown on the plans, use no more than 20% fractionated RAP in surface mixtures and no more than 30% fractionated RAP in non-surface mixtures that are placed within 8 in. of the final riding surface. Use no more than 40% fractionated RAP in non-surface mixtures that are placed 8 in. or more from the final riding surface. "Surface" mixtures are defined as mixtures that will be the final lift or riding surface of the pavement structure."Non-Surface" mixtures are defined as mixtures that will be an intermediate or base layer in the pavement structure. Do not use Department or Contractor owned RAP contaminated with dirt or other objectionable materials. Do not use Department or Contractor owned RAP if 1-2 340---003 01-09 the decantation value exceeds 5% and the plasticity index is greater than 8. Test the stockpiled RAP for decantation in accordance with the laboratory method given in Tex-406-A, Part I. Determine the plasticity index using Tex-106-E if the decantation value exceeds 5%. The decantation and plasticity index requirements do not apply to RAP samples with asphalt removed by extraction. Do not intermingle Contractor-owned RAP stockpiles with Department-owned RAP stockpiles. Remove unused Contractor-owned RAP material from the project site upon completion of the project. Return unused Department-owned RAP to the designated stockpile location. Article 340.2. Materials, Section A. Aggregate. is supplemented by the following: 4. Recycled Asphalt Shingles (RAS). The contractor may use post-manufactured RAS or post- consumer RAS; however, the use of post-consumer RAS may be restricted when shown on the plans. RAS are defined as processed asphalt shingle material from manufacturing of asphalt roofing shingles or from re-roofing residential structures. "Post-manufactured RAS" are processed manufacturer's shingle scrap by-product. "Post-consumer RAS," or "tear-offs," are processed shingle scrap removed from residential structures. Process the RAS by ambient grinding or granulating such that 100% of the particles pass the 1/2 in. sieve when tested in accordance with Tex-200-F, Part I. Add sand meeting the requirements of Table 1 and Table 2 to RAS stockpiles, if needed, to keep the processed material worlcable. Use a maximum of 4% sand by weight of RAS. Perform a sieve analysis on processed RAS material prior to extraction of the asphalt. Determine asphalt content and gradation of the RAS material for mixture design purposes in accordance with Tex-236-F. Unless otherwise shown on the plans, use no more than 5% processed RAS of the total mixture weight. When RAS is used, whether in conjunction with RAP or not, calculate and ensure the ratio of the virgin binder to total binder is greater than 65% in surface mixtures and 60% in non-surface mixtures. "Surface" mixtures are defined as mixtures that will be finallifts or riding surfaces of a pavement structure. "Non-Surface" mixtures are defined as mixtures that will be intermediate or base layers in a pavement structure. When RAS is used in conjunction with fractionated RAP, use no more than 20% combined RAS and RAP for surface mixtures, and no more than 30% combined RAS and RAP in non-surface mixtures, unless otherwise shown on the plans. When RAS is used in conjunction with un-fractionated RAP, use no more than 10% combined RAS and RAP for surface mixtures, and no more than 20% combined RAS and RAP in non-surface mixtures, unless otherwise shown on the plans. Certify compliance of the RAS with specification DMS-11000, `Bvaluating and Using Nonhazardous Recyclable Materials Guidelines". If the RAS has not come into contact with any hazardous materials, treat it as an established NRM. Do not use RAS if deleterious materials as measured by Tex-217-F, Part I, are more than 1.5% of the stockpiled RAS. 2-2 340---003 O 1-09 2004 Specifications SPECIAL PROVISION 360---003 Concrete Pavement For this project, Item 360, "Concrete Pavement," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 360.3. Equipment, Section E. Curing Equipment. The third sentence is voided and replaced by the following: Provide curing equipment that is independent of all other equipment when required to meet the requirements of Article 360.4.I, "Curing." Article 360.4. Construction, Section H. Spreading and Finishing, Section 2. Maintenance of Surface Moisture. The iirst and second sentences are voided and replaced by the following: Prevent surface drying of the pavement before application of the curing system by means that may include water fogging, the use of wind screens and the use of evaporation retardants. Article 360. 4. Construction, Section I. Curing. The first sentence is voided and replaced by the following: Keep the concrete pavement surface from drying as described in Section 360.4.H.2, "Maintenance of Surface Moisture," until the curing material has been applied. Article 360. 4. Construction, Section I. Curing, Section 1. Membrane Curing. The first paragraph is voided and replaced by the following: Spray the concrete surface uniformly with 2 coats of inembrane curing compound at an individual application rate of not more than 180 sq. ft. per gallon. Do not allow the concrete surface to dry before applying the curing compound. Use a towel or absorptive fabric to remove any standing pools of bleed water that may be present on the surface before applying the curing compound. Apply the first coat within 10 min. after completing texturing operations. Apply the second coat within 30 min. after completing texturing operations. 1-1 3 60---003 O 1-06 2004 Speciiications SPECIAL PROVISION 416---001 Drilled Shaft Foundations For this project, Item 416, "Drilled Shaft Foundations," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 416.5. Payment, Section A. Drilled Shaft is voided and replaced by the following. A. Drilled Shaft. The worlc performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Drilled Shaft" or "Drilled Shaft (Non-reinforced)" or "Drilled Shaft (Sign Mounts)" or "Drilled Shaft (High Mast Pole)" or "Drilled Shaft (Roadway Illumination Pole)" or "Drilled Shaft (Traffic Signal Pole)" of the specified diameter, subject to the limitations for overruns authorized by the Engineer given in Section 416.S.A.1, "Overrun." Article 416.5. Payment, Section A. Drilled Shaft, Section 2. Maximum Plan Length Shaft is supplemented by the following. • For roadway illumination poles, the maximum plan length shaft is the maximum length shaft, regardless of diameter, for any roadway illumination pole included in the contract. • For traffic signal poles, the maximum plan length shaft is the maximum length shaft, regardless of diameter, for any traffic signal pole included in the contract. 1-1 416---001 09-04 2004 Speciiications SPECIAL PROVISION 420---002 Concrete Structures For this project, Item 420, "Concrete Structures," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 420.4. Construction, Section I, "Finish of Bridge Slabs". The tenth paragraph is supplemented with the following: For bridge approach slabs the carpet drag, burlap drag, or broom finish may be applied either longitudinally or transversely. Article 420.4. Construction, Section I, "Finish of Bridge Slabs". The iirst sentence of the fourteenth paragraph is voided and replaced by the following: Unless noted otherwise, saw-cut grooves in the hardened concrete of bridge slabs, bridge approach slabs, and direct-traffic culverts to produce the final texturing after completion of the required curing period. Article 420.4. Construction, Section I, "Finish of Bridge Slabs". The fourteenth paragraph is amended by the following: When saw-cut grooves are not required in the plans, provide either a carpet drag or broom iinish for micro-texture. In this case insure that an adequate and consistent micro-texture is achieved by applying sufficient weight to the carpet and lceeping the carpet or broom from getting plugged with grout. For surfaces that do not have adequate texture, the Engineer may require corrective action including diamond grinding or shot blasting. Article 420.4. Construction, Section J. Curing Concrete. The first sentence of the fourth paragraph is voided and replaced by the following: For upper surfaces of bridge slabs, bridge approach slabs, median and sidewalk slabs, and culvert top slabs constructed using Class S concrete, apply interim curing using a Type 1-D curing compound before the water sheen disappears but no more than 45 minutes after application of the evaporation retardant. Do not allow the concrete surface to dry before applying the interim cure, and do not place the interim cure over standing water. 1-2 420---002 09-OS Article 420.6 Payment. The pay adjustment formula given in the sixth bullet of the fourth paragraph is voided and replaced by the following: A = Bp[-5.37(Sa/Ss)2 + 11.69(SalSs) — 5.32] Where: A= Amount to be paid Sa = Actual strength from cylinders or cores Ss = Specified design strength Bp = Unit bid price 2-2 420---002 09-OS 2004 Specifications SPECIAL PROVISION - ► ��x� Hydraulic Cement Concrete For this project, Item 421, "Hydraulic Cement Concrete," of the Standard Specifications is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 421.2.D. Water, Table L Chemical Limits for Mix Water is voided and replaced by the following: Table 1 Chemical Limits for Mix Water Contaminant Test Method Maximum Concentration m Chloride (Cl) ASTM C 114 Prestressed concrete 500 Bridge decks and superstructure 500 All other concrete 1,000 Sulfate SO,�) ASTM C 114 2,000 Alkalies a20 + 0.658K20 ASTM C 114 600 Total Solids ASTM C 1603 50,000 Article 421.2.B. Supplementary Cementing Materials (SCM) is supplemented with the following: 6. Modi�ed Class F Fly Ash (MFFA). Furnish MFFA conforming to DMS-4610, "Fly Ash." Article 421.2.D. Water, Table 2. Acceptance Criteria for Questionable Water Supplies is voided and replaced by the following: Table 2 Acce tance Criteria for uestionable Water Su lies Pro ert Test Method Limits Compressive strength, min. % ASTM C 31, ASTM C 39'°Z 90 control at 7 da s Time of set, deviation from ASTM C 403 From 1:00 early to 1:30 later control, h:min. 1. Base comparisons on fxed proportions and the same volume of test water compared to the control mix using 100% potable water or distilled water. 2. Base comparisons on sets consisting of at least two standard specimens made from a composite sample. Article 421.2.E.1 Coarse Aggregate. The fourth paragraph is voided and replaced by the following: Unless otherwise shown on the plans, provide coarse aggregate with a 5-cycle magnesium sulfate soundness when tested in accordance with Tex-411-A of not more than 25% when air 1-7 421---03 5 08-09 entrainment is waived and 18% when air entrainment is not waived. Crushed recycled hydraulic cement concrete is not subject to the 5-cycle soundness test. Article 421.Z.E.2 Fine Aggregate. The fifth paragraph is voided and replaced by the following: Acid insoluble (%) _ {(A1)(P1)+(A2)(P2)}/100 where: A1 = acid insoluble (%) of aggregate 1 A2 = acid insoluble (%) of aggregate 2 PI = percent by weight of aggregate 1 of the fine aggregate blend P2 = percent by weight of aggregate 2 of the fine aggregate blend Article 421.2.E.2. Fine Aggregate. The final paragraph is voided and replaced by the following: For all classes of concrete, provide fine aggregate with a fineness modulus between 2.3 and 3.1 as determined by Tex-402-A. Article 421.2.E. Aggregate is supplemented by the following: 4. Intermediate Aggregate. When necessaiy to complete the concrete mix design, provide intermediate aggregate consisting of clean, hard, durable particles of natural or lightweight aggregate or a combination thereof. Provide intermediate aggregate free from frozen material and from injurious amounts of salt, allcali, vegetable matter, or other objectionable material, and containing no more than 0.5% clay lumps by weight in accordance with Tex-413-A. If more than 30% of the intermediate aggregate is retained on the No. 4 sieve, the retained portion must meet the following requirements: • must not exceed a wear of 40% when tested in accordance with Tex-410-A. • must have a 5-cycle magnesium sulfate soundness when tested in accordance with Tex-411-A of not more than 25% when air entrainment is waived and 18% when air entrainment is not waived. If more than 30% of the intermediate aggregate passes the 3/8" sieve, the portion passing the 3/8" sieve must not show a color darlcer than standard when subjected to the color test for organic impurities in accordance with Tex-408-A and must have an acid insoluble residue, unless otherwise shown on the plans, for conci•ete subject to direct traffic equal to or greater than the value calculated with the following equation: AIicr > 60 - (AIfa�Pfa� ( Pi�) where: AIfa = acid insoluble (%) of fine aggregate or fine aggregate blend Pfa = percent by weight of the fine aggregate or fine aggregate blend as a percentage of the total weight of the aggregate passing the 3/8" sieve in the concrete mix design Pica = percent by weight of the intermediate aggregate as a percentage of the total weight of the aggregate passing the 3/8" sieve in the concrete mix design 2-7 421---035 08-09 Article 421.2.F. Mortar and Grout is supplemented by the following: Section 421.4.A.6, "Mix Design Options," does not apply for mortar and grout. Article 421.3.A. Concrete Plants and Mixing Equipment is supplemented by the following: When allowed by the plans or the Engineer, for concrete classes not identified as structural concrete in Table 5 or for Class C concrete not used for bridge-class structures, the Engineer may inspect and approve all plants and trucks in lieu of the NRMCA or non-Department engineer sealed certiiications. The criteria and frequency of Engineer approval of plants and trucks is the same used for NRMCA certification. Article 421.3.A.2. Volumetric Mixers is supplemented by the following: Unless allowed by the plans or the Engineer, volumetric mixers may not supply classes of concrete identified as structural concrete in Table 5. Article 421.4.A Classification and Mix Design. The iirst paragraph is voided and replaced by the following: Unless a design method is indicated on the plans, furnish mix designs using ACI 21 l, "Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete," Tex-470-A, or other approved procedures for the classes of concrete required in accordance with Table 5. Perform mix design and cement replacement using the design by weight method unless otherwise approved. Do not exceed the maximum water-to-cementitious-material ratio. Article 421.4.A. Classification and Mix Design, Table 5 Concrete Classes is voided and replaced by the following: Table 5 Concrete Classes Design Class of Strength, Maximum Coarse � Concrete M1°' W/C Ratio� Aggregate General Usage 28-day f'� Grades ' si Inlets, manholes, curb, gutter, curb & gutter, A 3,000 0.60 1�1, 8 conc. retards, sidewalks, driveways, backup walls, anchors B 2,000 0.60 2-7 Ri ra , small roadside si ns, and anchors Drilled shafts, bridge substructure, bridge CS 3,600 0.45 1-6 railing, culverts except top slab of direct traffic culverts, headwalis, wing walls, approach slabs, concrete traffc barrier (cast-in- lace C(HPC) 3,600 0.45 1-6 As shown on the lans D 1,500 0.60 2-7 Ri ra E 3,000 0.50 2-5 Seal concrete FS Note 6 0.45 2_5 Railroad structures; occasionally for bridge iers, columns, or bents F HPC)5 Note 6 0.45 2—S As shown on the lans HS Note 6 0.45 3—b Prestressed concrete beams, boxes, piling, and concrete traffc barrier ( recast) H HPC) Note 6 0.45 3-6 As shown on the lans S 4,000 0.45 2-5 Brid e slabs, to slabs of direct traffic culverts 3 -7 421---03 5 08-09 Design Class of Strength, Maximum Coarse � Concrete M1°' W/C Ratio' Aggrega 3e General Usage 28-day f'� Grades ' si S(HPC 5 4,000 0.45 2-5 As shown on the lans P See Item 360 0.45 2-3 Concrete avement DC 5,500 0.40 6 Dense conc, overla COS 4,600 0.40 6 Conc. overla LMCS 4,000 0.40 6-8 Latex-modified concrete overla SSS 3,600� 0.45 4-6 Slurry displacement shafts, underwater drilled shafts K Note 6 0.45 Note 6 Note 6 HES Note 6 0.�5 Note 6 Note 6 1. Maximum water-cement or water-cementitious ratio by weight. 2. Unless otherwise permitted, do not use Grade 1 coarse aggregate except in massive foundations with 4-in, minimum clear spacing between reinforcing steel bars. Do not use Grade 1 aggregate in drilled shafts. 3. Unless otherwise approved, use Grade 8 aggregate in e:ctruded curbs. 4. For information only. 5. Structural concrete classes. 6. As shown on the plans or specified. 7. Use a minimum cementitious material content of 650 Ib/cy of concrete. Do not apply Table 6 over design requirements to Class SS concrete. Article 421.4.A. Classification and Mix Design, Table 6 Over Design to Meet Compressive Strength Requirements. Footnote 3 is supplemented by the following: For Class K and concrete classes not identiiied as structural concrete in Table 5 or for Class C concrete not used for bridge-class structures, the Engineer may designate on the plans an alternative over-design requirement up to and including 1,000 psi for specified strengths less than 3,000 psi and up to and including 1,200 psi for specified strengths fi•om 3,000 to 5,000 psi. Article 421.4.A.1. Cementitious Materials is supplemented by the following: The upper limit of 35% replacement of cement with Class F fly ash specified by mix design Options 1 and 3 may be increased to a maximum of 45% for mass placements, high performance concrete, and precast members when approved. Article 421.4.A.3. Chemical Admixtures is supplemented by the following: When a corrosion-inhibiting admixture is required, use a 30% calcium nitrite solution. The corrosion-inhibiting admixture must be set neutral unless otherwise approved. Dose the admixture at the rate of gallons of admixture per cubic yard of concrete shown on the plans. Article 421.4.A.4 Air Entrainment is voided and replaced by the following: Air entrain all concrete except for Class B and concrete used in drilled shafts unless otherwise shown on the plans. Unless otherwise shown on the plans, target an entrained air content of 4.0% for concrete pavement and 5.5% for all other concrete requiring air entrainment. To meet the air- entraining requirements, use an approved air-entraining admixture. Unless otherwise shown on the plans, acceptance of concrete loads will be based on a tolerance of � 1.5% from the target air content. If the air content is more than 1.5 but less than 3.0% above the target air, the concrete 4-7 421---03 5 1: 1• may be accepted based on strength tests. For specified concrete strengths above 5,000 psi, a reduction of 1% is permitted. Article 421.4.A Table 7 Air Entrainment is voided. Article 421.4.A.6. Mix Design Options. The first and second paragraphs are voided and replaced by the following: For structural concrete identiiied in Table 5 and any other class of concrete designed using more than 5201b. of cementitious material per cu. yd., use one of the mix design Options 1-8 shown below, unless otherwise shown on the plans. For concrete classes not identiiied as structural concrete in Table 5 and designed using less than 520 lb. of cementitious material per cu. yd., use one of the mix design Options 1-8 shown below, except that Class C fly ash may be used instead of Class F fly ash for Options 1, 3, and 4 unless sulfate-resistant concrete is shown on the plans. Do not use mix design Options 6 or 7 when High Performance Concrete (HPC) is required. Option 8 may be used when HPC is required provided: a minimum of 20% of the cement is replaced with a Class C fly ash; Tex-440-A, "Initial Time of Set of Fresh Concrete" is performed during mix design verification; the additional requirements for permeability are met; and the concrete is not required to be sulfate-resistant. Article 421.4.A.6.b. Option 2 is voided and replaced by the following: b. Option 2. Replace 35 to 50% of the cement with GGBFS or MFFA. Article 421.4.A.6.c. Option 3 is voided and replaced by the following: c. Option 3. Replace 35 to 50% of the cement with a combination of Class F fly ash, GGBFS, MFFA, UFFA, metakaolin, or silica fume; however, no more than 35% may be fly ash, and no more than 10% may be silica fume. Article 421.4.A.6.f. Option 6 is voided and replaced by the following: f. Option 6. Use lithium nitrate admixture at a minimum dosage determined by testing conducted in accordance with Tex-471-A, "Lithium Dosage Determination Using Accelerated Mortar Bar Testing." Before use of the mix, provide an annual certified test report signed and sealed by a licensed professional engineer, from a laboratory on the Department's List of Approved Lithium Testing Laboratories, certified by the Construction Division as being capable of testing according to Tex-471-A, "Lithium Dosage Determination Using Accelerated Mortar Bar Testing." Article 421.4.A.6.g. Option 7 is voided and replaced by the following: g. Option 7. When using hydraulic cement only, ensure that the total allcali contribution from the cement in the concrete does not exceed 3.5 lb. per cubic yard of concrete when calculated as follows: lb. allcali per cu. yd. _�lb. cement per cu. vd.�(% Na2 O equivalent in cement) 100 5-7 421---035 08-09 In the above calculation, use the maximum cement all�ali content reported on the cement mill certificate. Do not use Option 7 when any of the aggregates in the concrete are listed on the Department's List of Aggregate Sources Excluded from Option 7 ASR Mitigation. Article 421.4.A.6.h. Option 8 is voided and replaced by the following: h. Option 8. For any deviations from Options 1-5, perform annual testing on coarse, intermediate, and fine aggregate separately in accordance with ASTM C 1567. Before use of the mix, provide a certified test report signed and sealed by a licensed professional engineer, from a laboratory on the Department's List of Approved ASTM C 1260 Laboratories, demonstrating that the ASTM C 1567 test result for each aggregate does not exceed 0.08% expansion at 14 days. Do not use Option 8 when any of the aggregates in the concrete are listed on the Department's List of Aggregate Sources Excluded from Option 8 ASR Mitigation. When HPC is required, provide a certified test repoi-t signed and sealed by a licensed professional engineer demonstrating that AASHTO T 277 test results indicate the permeability of the concrete is less than 1,500 coulombs tested immediately after either of the following curing schedules: • Moist cure specimens 56 days at 73°F. � Moist cure specimens 7 days at 73°F followed by 21 days at 100°F. Article 421.4.B. Trial Batches is supplemented by the following: Once a trial batch substantiates the mix design, the proportions and mixing methods used in the trial batch become the mix design of record. Article 421.4.B. Trial Batches. The fourth sentence of the second paragraph is voided and replaced by the following: Test at least one set of design strength specimens, consisting of two specimens per set, at 7-day, 28-day, and at least one additional age. Article 421.4.D. Measurement of Materials, Table 9 is voided and replaced by the following: Table 9 Measurement Tolerances — Non-Volumetric Mixers Material Tolerance % Cement, wt. -1 to +3 SCM wt. -1 to +3 Cement + SCM cumulative wei hin ), wt. -1 to +3 Water, wt. or volume �3 Fine a re ate, wt. �2 Coaise a re ate, wt. �2 Fine + coaise a re ate cumulative wei hin ), wt. � 1 Chemical admiYtures, wt. or volume �3 6-7 421---03 5 08-09 Article 421.4.E. Mixing and Delivering Concrete. The first paragraph is supplemented with the following: Do not top-load new concrete onto returned concrete. Article 421.4.E.3. Truck-Mixed Concrete. The first paragraph is voided and replaced by the following: Mix the concrete in a trucic mixer from 70 to 100 revolutions at the mixing speed designated by the manufacturer to produce a uniform concrete mix. Deliver the concrete to the project in a thoroughly mixed and uniform mass and discharge the concrete with a satisfactory degree of uniformity. Additional mixing at the job site at the mixing speed designated by the manufacturer is allowed as long as the requirements of Section 421.4.A.5, "Slump" and Section 421.4.E, "Mixing and Delivering Concrete" are met. 7-7 421---035 08-09 2004 Specifications SPECIAL PROVISION 440---006 Reinforcing Steel For this project, Item 440, "Reinforcing Steel" of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 440.2 Materials, Section A. Approved Mills is supplemented by the following: Contact the Construction Division with the name and location of the producing mill for stainless steel reinforcement at least 4 weelcs prior to ordering any material. Article 440.2. Materials, Section D. Weldable Reinforcing Steel is supplemented by the following: Do not weld stainless reinforcing steel without permission from the Engineer. If welding is required, provide stainless steel reinforcing suitable for welding and submit welding procedures and electrodes to the Engineer for approval. Article 440.2. Materials, Section F. Epoxy Coating. The second paragraph is voided and replaced by the following: Furnish coated reinforcing steel meeting the requirements in Table 3. Article 440.2. Materials, Section F. Epoxy Coating. Paragraph four is voided and not replaced. Article 440.2. Materials, Section G. Mechanical Couplers is voided and replaced by the following: When mechanical splices in reinforcing steel bars are shown on the plans, use couplers of the type specified in DMS-4510, "Mechanical Couplers for Reinforcing Steel," Article 4510.S.A, "General Requirements." Furnish only couplers produced by a manufacturer pre-qualiiied in accordance with DMS-4510. Do not use sleeve-wedge type couplers on coated reinforcing. Sample and test couplers for use on individual projects in accordance with DMS-4510. Furnish couplers only at locations shown on the plans. Furnish couplers for stainless reinforcing steel with the same alloy designation as the reinforcing steel. 1-2 440---006 10-11 Article 440.2. Materials is supplemented by the following: H. Fibers. When allowed by the plans, supply fibers at the minimum dosage listed on the Material Producer List maintained by the Materials and Pavements Section of the Construction Division. When shown on the plans, use fibers that do not corrode due to carbonation of concrete or the use of deicing salts. I. Stainless Steel. When stainless reinforcing steel is required in the plans, provide deformed steel bars of the types listed in Table 3a and conforming to ASTM A 955, GR 60 or higher. Table 3a Acce table T es of Deformed Steel Bar UNS Desi nation 531653 S31803 S24100 532304 AISI T e 316LN 2205 XM-28 2304 Article 440.3.Construction, Section A. Bending is supplemented by the following: Bend stainless reinforcing steel in accordance with ASTM A955. Article 440.3.Construction, Section C. Storage is supplemented by the following: Do not allow stainless steel reinforcement to be in direct contact with uncoated steel reinforcement, nor with galvanized reinforcement. This does not apply to stainless steel wires and ties. Store stainless steel bar reinforcement separately, off the ground on wooden supports. Article 440.3. Construction, Section D. Splices. The fifth bullet is voided and replaced by the following: • For box culvert extensions with less than 1 ft. of fill, lap the existing longitudinal bars with the new bars as shown in Table 5. For extensions with more than 1 ft. of fill, lap at least 1 ft. 0 in. Article 440.3. Construction, is supplemented by the following: G. Handling and Placing Stainless Steel Reinforcing. Handle, cut, and place stainless steel bar reinforcement using tools that are not used on carbon steel. Do not use carbon steel tools, chains, slings, etc. when handling stainless steel. Use only nylon or polypropylene slings. Cut stainless steel using shears, saws, abrasive cutoff wheels, or torches. Remove any thermal oxidation using pickling paste. Do not field bend stainless steel without approval. Use 16 gauge fully annealed stainless steel tie wire conforming to the material properties listed in 440.2.I. "Stainless Steel". Support all stainless steel on solid plastic, stainless steel, or epoxy coated steel chairs. Do not use uncoated carbon steel chairs in contact with stainless steel. 2-2 440---006 10-11 2004 Speciiications SPECIAL PROVISION 441---007 Steel Structures For this project, Item 441, "Steel Structures," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 441.3, "Construction," Section A, "General Requirements," Section l, "Applicable Codes," is voided and replaced by the following: Perform all fabrication in accordance with AASHTO/NSBA Steel Bridge Collaboration 52.1, including fabrication of non-bridge members. Follow all applicable provisions of the appropriate AWS code (D1.5 or D1.1) except as otherwise noted in the plans or in this Item. Weld sheet steel (thinner than 1/8 in.) in accordance with ANSI/AWS D1.3, Structural Welding Code—Sheet Steel. Unless otherwise stated, requirements of this Item are in addition to the requirements of S2. L In case of a conflict between this Item and 52.1, follow the more stringent requirement. Perform all bolting in accordance with Item 447, "Structural Bolting." Article 441.3, "Construction," Section A, "General Requirements," Section 5, "Qualification of Plant, Laboratories, and Personnel," Section b, "Nondestructive Examination (NDE)," is voided and replaced by the following: Personnel performing NDE must be qualified in accordance with the applicable AWS code. Level III personnel that qualify Level II inspectors shall be certified in accordance with CP189. Testing agencies and individual third-party contractors must also successfully complete periodic audits for compliance, performed by the Department. In addition, ultrasound technicians must pass a hands-on test administered by the Construction Division. A technician who fails the hands-on test must wait 6 months before taking the test again. Qualification to perform ultrasonic testing for the Department will be revolced when the technician's employment is terminated, and recertification based on a new hands-on test will be required. Article 441.3, "Construction," Section A, "General Requirements," Section 8, "Submerged- Arc Welding (SAW)," is voided and replaced by the following: a. Submerged-Arc Welding(SAV�. Provide equipment with automatic guidance capable of maintaining the position of the arc and controlling the speed of travel so that, when once set by the operator, little manipulation is needed. Small adjustments to compensate for acceptable plate waviness, acceptable tilt of flange, etc. will be permitted. Do not use hand-held semiautomatic SAW for welding bridge members unless altered to provide automatic guidance to otherwise approved. 1-3 441---007 10-11 b. Flux Cored Arc Welding (FCAW). Flux Cored Arc Welding is permitted on web to flange welds provided an external shielding gas is used. Article 441.3, "Construction," Section A, "General Requirements," Section 9, "Inspection." The second paragraph is voided and replaced by the following: Provide the Inspector with the helpers and equipment needed to move material to allow inspection. QC is solely the responsibility of the Contractor. The Contractor must have a QC staff qualified in accordance with the applicable AWS code. Welding inspectors must be current AWS Certified Welding Inspectors. The QC staff must provide inspection of all materials and worlcmanship prior to inspection by the Department. Article 441.3, "Construction," Section B, "Welding," Section 5, "Nondestructive Examination (NDE)," Section c, "Magnetic Particle Testing." The first sentence is voided and not replaced. Article 441.3, "Construction," Section D, "Dimensional Tolerances," Section 2, "Flange Straightness." The second sentence is voided and replaced by the following: Rolled material must meet this straightness requirement before being laid out or worlced. Article 441.3, "Construction," Section D, "Dimensional Tolerances," Section 3, "Alignment of Deep Webs in Welded Field Connection." The fiist sentence is voided and replaced by the following: For girders 48 in. deep or deeper, the webs may be slightly restrained while checicing compliance with tolerances of 52.1 for lateral alignment at welded field connections. Article 441.3, "Construction," Section D, "Dimensional Tolerances," Section 4, "Bearings," Section c, "Shoes," is supplemented by the following: • For a pin and rocicer type expansion shoe, the axis of rotation coincides with the central axis of the pin. • When the shoe is completely assembled, as the top bolster travels through its full anticipated range, no point in the top bolster plane changes elevation by more than 1/16 in. and the top bolster does not change inclination by more than 1 degree, for the full possible travel. Article 441.3, "Construction," Section D, "Dimensional Tolerances," Section 4, `Bearings," is supplemented by the following: d. Beam supports. Fabricate beam support planes true to the box girder bearing to 1/16 in. in the short direction and true to the vertical axis of the nesting girders to 1/16 in. Article 441.3, "Construction," Section G, "Shop Assembly," Section 1, "General Shop Assembly." The first paragraph is voided and replaced by the following: 2-3 441---007 10-11 1. General Shop Assembly. Shop-assemble field connections of primary members of trusses, arches, continuous beam spans, bents, towers (each face), plate girders, field connections of floor beams and stringers (including for railroad structures), field-bolted plate diaphragms for curved plate girders and railroad underpasses, and rigid frames. Field-bolted crossframes and rolled- section diaphragms do not require shop assembly. Complete fabrication, welding (except for shear studs), and field splice preparation before members are removed from shop assembly. Obtain approval for any deviation from this procedure. The Contractor is responsible for accurate geometry. 3 -3 441---007 10-11 2004 Specifications SPECIAL PROVISION 442---016 Metal for Structures For this project, Item 442, "Metal for Structures," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 442.2, "Materials," Section A, "Structural Steel," Section 1, "Bridge Structures." The third sentence is voided and not replaced. Article 442.5, "Payment," is voided and replaced by the following: 442.5. Payment. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Structural Steel" of the type (Rolled Beam, Plate Girder, Tub Girder, Box Girder, Railroad Through-Girder, Railroad Deck-Girder, Miscellaneous Bridge, Miscellaneous Non-Bridge) specified. This price is full compensation for materials, fabrication, transportation, erection, paint, painting, galvanizing, equipment, tools, labor, and incidentals. 1-1 442 ---016 02-10 2004 Specifications SPECIAL PROVISION C�f:�illZai Structural Field Welding For this project, Item 448, "Structural Field Welding," of the Standard Speciiications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 448.3 Equipment is voided and replaced by the following: Provide electrode drying and storing ovens that can maintain the required temperatures specified in Section 448.4.C.1, "Electrode Condition." Each oven must have a door that is sealed and can be latched. Each oven must have a small port that may be opened briefly to insert a thermometer or the oven must be equipped with a thermometer that allows for direct reading of temperature inside the oven without opening the oven. Provide equipment able to preheat and maintain the temperature of the base metal as required and as shown on the plans. Provide approved equipment, temperature indicator sticks, infrared thermometer, etc., for checking preheat and interpass temperatures at all times while welding is in progress. Provide welding equipment r meeting the requirements of the approved welding procedure specifications (WPS), if required, and capable of making consistent high-quality welds. Article 448.4.B.2.Certified Steel Structures Welder. The second bulleted item is voided and replaced by the following: Use metal for test plates that meets Item 442, "Metal for Structures," with a minimum yield point of 36 ksi. The minimum width of test plate must be sufficient to accommodate the radiograph inspection of 6 continuous inches of the weld, not counting the ends of the weld. Article 448.4.C.5. Welding Practice. The second paragraph is voided and replaced by the following: Use the stringer-bead technique where possible for groove welds. In vertical welding passes, progress upward using a back-step sequence keeping the end of the low-hydrogen electrode contained within the molten metal and shield of flux, unless the electrode manufacturer's specifications indicate otherwise Article 448.4.C.7. Radiographic Inspection is supplemented by the following: Meet the requirements speciiied in Section 441.3.B.S.a, "Radiographic Testing" for radiograph iilm quality. 1-1 448---002 06-09 2004 Specifications SPECIAL PROVISION 476---003 Jacking, Boring, or Tunneling Pipe or Box For this project, Item 476, "Jacicing, Boring, or Tunneling Pipe or Box," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 476.3. Construction, Section A. Jacking. The third paragraph is voided and replaced by the following: Ensure that excavation for the underside of the pipe for at least l/3 of the circumference of the pipe conforms to the contour and grade of the pipe. Ensure that the excavation for the bottom slab of the box conforms to the grade of the box. If desired, over excavate to provide not more than 2 in. of clearance for the upper portion of the pipe or box. Taper this clearance to zero at the point where the excavation conforms to the contour of the pipe or box. When jacking of pipe has begun, the operation shall be carried on without interruption, insofar as practicable, to prevent the pipe from becoming firmly set in the embankment. Pressure-grout any over excavation of more than 1 in. When shown on the plans, pressure-grout between the carrier pipe and casing. Article 476.3. Construction, Section B. Boring. The fifth paragraph is voided and replaced by the following: 1. Larger Diameter Boring Methods. For drainage and large utility borings, use the pilot hole or auger method. Pressure-grout any over excavation of more than 1 in. When shown on the plans, pressure-grout between the carrier pipe and casing. a. Pilot Hole Method. Bore a 2 in. pilot hole the entire length of the crossing, and check it for line and grade on the opposite end of the bore from the work shaft. This pilot hole will serve as centerline for the larger diameter hole to be bored. b. Auger Method. Use a steel encasement pipe of the appropriate diameter equipped with a cutter head to mechanically perform the excavation. Use augers of sufficient diameter to convey the excavated material to the work shaft. 2. Electrical and Communication Conduit Boring. For electrical and communication conduit borings, limit over excavation to the dimensions shown in Table 1. Increased boring diameters will be allowed for outer diameters of casing and couplings. Pressure grouting will not be required for electrical and communication conduit borings. 1-2 476---003 07-11 Table 1 Allowable Bore Diameter for Electrical or Communication Conduit or Casin Sin le Conduit Bores Multi le Conduit Bores Conduit Size (in.) Maximum Allowable Conduit Size (in.)1 Maximum Allowable Bore in.) Bore (in.) 2 4 4 6 3 6 5 8 4 6 6 10 6 10 7 12 8 12 1. The diameter of multiple conduits is the sum of the outside diameter of the two largest conduits for placement of up to 4 conduits in one bore. Submit boring diameters for the Engineer's approval when more than 4 conduits are to be placed in a bore. Article 476.3. Construction, Section C. Tunneling is supplemented by the following: When shown on the plans, pressure-grout between the carrier pipe and liner plate. 2-2 476---003 07-11 2004 Specifications SPECIAL PROVISION 500---005 Mobilization For this project, Item 500, "Mobilization," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 500.1. Description is supplemented by the following: Work for this Item includes submissions required by the Contract. Article 500.3. Payment, Section A is voided and replaced by the following: A. Payment will be made upon presentation of a paid invoice for the payment, performance, or retainage bonds, and required insurance. The combined payment for bonds and insurance will be no more than 10% of the mobilization lump sum or 1% of the total Contract amount, whichever is less. Article 500.3. Payment, Section F is voided and replaced by the following: F. Upon final acceptance, 97% of the mobilization lump sum bid will be paid. Previous payments under this Item will be deducted from this amount. Article 500.3. Payment is supplemented by the following: G. Payment for the remainder of the lump sum bid for "Mobilization" will be made after all submittals are received, final quantities have been determined and when any separate vegetative establishment and maintenance, test and performance periods provided for in the Contract have been successfully completed. 1-1 500-005 03-08 2004 Specifications SPECIAL PROVISION 502---033 Barricades, Signs, and Traf�c Handling For this project, Item 502, "Barricades, Signs, and Trafiic Handling," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 502.4. Payment, Section C. Maximum Total Payment Prior to Acceptance is voided and replaced by the following: C. Maximum Total Payment Prior to Acceptance. The total payment for this Item will not exceed 10% of the total Contract amount before final acceptance in accordance with Article 5.8, "Final Acceptance." The remaining balance will be paid in accordance with Section 502.4.E, `Balance Due." 1-1 502---033 10-07 2004 Specifications SPECIAL PROVISION 506---010 Temporary Erosion, Sedimentation, and Environmental Controls For this project, Item 506, "Temporary Erosion, Sedimentation, and Environmental Controls," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 506.2. Materials. Section I. Sandbags. Table 1 is replaced with the following: Table 1 Sand Gradation Sieve # Retained % b Wei ht) 4 MAXIMUM 3% 100 MINIMUM 80% 200 MINIMUM 95% 1-1 506---010 OS-07 2004 Specifications SPECIAL PROVISION 610---010 Roadway Illumination Assemblies For this project, Item 610, "Roadway Illumination Assemblies," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 610.2. Materials. The fourth paragraph is voided and replaced by the following: Do not provide shop drawings for complete assemblies that are fabricated in accordance with this Item and the details shown on the plans. Electronically submit shop drawings for optional designs, aluminum pole designs, and special designs. For instructions on submitting electronic shop drawings refer to the "Guide to Electronic Shop Drawing Submittal" located online at: http•//www tYdot �ov/business/contractors consultants/brid�e/shop drawin�s.htm 1-1 610---010 08-09 2004 Specifications SPECIAL PROVISION 613---002 High Mast Illumination Poles For this project, Item 613, "High Mast Illumination Poles," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 613.3.C. Fabrication is supplemented with the following: For poles with or without ground sleeves, provide ultrasonic testing (UT) of the shaft to base plate weld joint with a procedure approved by the Department. Perform UT at this joint before and after galvanizing. , ' 1-1 613-002 08-09 2004 Specifications SPECIAL PROVISION 617---003 Temporary Roadway Illumination For this project, Item 617, "Temporary Roadway Illumination," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 617.3. Construction. The first paragraph is voided and replaced by the following: Perform work in accordance with the details shown on the plans, the NEC, the NESC, and the requirements of this Item. Article 617.5. Payment. The third paragraph is voided and replaced by the following: Costs for utility-owned power line extensions, connection charges, meter charges, and other charges will be paid for by the Department. The Department will reimburse the contractor the amount billed by the utility plus an additional5% of the invoice cost will be paid for labor, equipment, administrative costs, superintendence, and profit. � I' 1-1 617---003 04-11 � . 2004 Specifications SPECIAL PROVISION 620---001 Electrical Conductors For this project, Item 620, "Electrical Conductors," of the Standard Speciiications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 620.2 Materials. The fourth and fifth paragraphs are void and replaced by the following: Use white insulation for grounded (neutral) conductors, except that grounded conductors AWG No. 4 and larger may be blacic with white tape marlcing at every accessible location. Do not use white insulation or marlcing for any other conductor except control wiring speciiically shown on the plans. Ensure that insulated grounding conductors are green except that insulated grounding conductors AWG No. 4 and larger may be blacic with green tape marking at every accessible location. Do not use green insulation or marking for any other conductor except control wiring specifically shown on the plans. 1-1 620---001 09-04 2004 Specifications SPECIAL PROVISION 624---014 Ground Boxes For this project, Item 624, "Ground Boxes," of the Standard Specifications, is hereby amended with ' respect to the clauses cited be]ow, and no other clauses or requirements of this Item are waived or changed hereby. Article 624.1. Description is voided and replaced by the following: Construct, furnish, and install ground boxes complete with lids. Remove existing ground boxes. Article 624.2 Construction and Materials. The first paragraph is voided and replaced by the following: ' Provide new materials that comply with the details shown on the plans and meet the following ' requirements: • Construct cast-in-place concrete ground boxes and aprons in accordance with Item 420, "Concrete Structures," and Item 440, "Reinforcing Steel." • Provide fabricated precast polymer concrete ground boxes, and precast concrete ground boxes that comply with DMS-11070, "Ground Boxes." � Construct a concrete apron, when shown on the plans, in accordance with Item 432, "Riprap," and Item 440, "Reinforcing Steel." Article 624.2. Construction and Materials is supplemented by the following: Remove existing ground boxes to at least 6 in. below the conduit level. Uncover conduit to a sufficient distance so that 90 degree bends can be removed and conduit reconnected. Clean the conduit in accordance with Item 618, "Conduit" and pull, splice, or terminate new conductors as indicated in the plans. Cleaning of conduit is subsidiary to this Item. Pulling, splicing, or terminating conductors will be paid under Item 620, "Electrical Conductors." Backfill area to ground level with acceptable material upon completing adjacent work related to conduit and conductors. Article 624.3. Measurement is voided and replaced by the following: This Item will be measured by each ground box complete in place or by each ground box removed. Article 624.4. Payment is voided and replaced by the following: The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Ground Boxes" of the types and sizes specified and for "Remove Existing Ground Boxes." This price is full compensation for excavating and backfilling; constructing, furnishing, installing, and removing the ground boxes and concrete aprons when required; and equipment, labor, materials, tools, and incidentals. 1-1 624-014 10-10 2004 Specifications SPECIAL PROVISION 628---003 Electrical Services For this project, Item 628, `Blectrical Services," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 628.5. Payment, A. Installation is voided and replaced by the following: A. Installation. Except as provided for in the following paragraph, this price is full compensation for paying all fees, permits, and other costs; making anangements with the utility company for all work and materials provided by the utility company; furnishing, installing, and connecting all components including poles, service supports, foundations, anchor bolts, riprap, enclosures, switches, breakers, conduit (from the service equipment including the elbow below ground), fittings, conductors (from the service equipment including the elbow below ground), brackets, bolts, hangers, and hardware; and equipment, labor, tools, and incidentals. Costs for utility-owned power line extensions, connection charges, meter charges, and other charges will be paid for by the Department. The Department will reimburse the contractor the amount billed by the utility plus an additional5% of the invoice cost will be paid for labor, equipment, administrative costs, superintendence, and proiit. 1-1 628---003 04-11 2004 Specifications SPECIAL PROVISION 636---014 Aluminum Signs For this project, Item 636, "Aluminum Signs," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 636.1. Description is voided and replaced by the following: • Instaliation. Furnish; fabricate, and erect signs. Sign supports are provided for under other Items. • Replacement. Replace existing signs on existing sign supports. • Refurbishing. Refurbish existing signs on existing sign supports. Article 636.2. Materials, Section A. Sign Blanks is voided and replaced by the following: A. Sign Blanks. Furnish sign blanlc substrates in accordance with DMS-7110, "Aluminum Sign Blanks" or DMS-8305, "Fiberglass Sign Substrate," and in accordance with the types shown on the plans. Use single-piece sheet-aluminum substrates for Type A(small) signs. Use either extruded aluminum or fiberglass substrates for Type G(ground-mounted) or Type O (overhead-mounted) signs as shown on the plans. Article 636.2. Materials, Section B. Sign Face Reflectorization is supplemented by the following: Ensure that sign legend, symbols, borders, and background e�ibit uniform color, appearance, and retroreflectivity when viewed both day and night. Article 636.2. Materials, Section C. Sign Messages. The last two bullets are voided and replaced by the following: • Fabricate non-reflective black film legend fi•om materials meeting DMS-8300. • Furnish direct-applied route markers and other attachments within the parent sign face, unless otherwise specified in the plans. Article 636.2. Materials, Section D. Hardware is supplemented by the following: Furnish sign hardware for fiberglass signs in accordance with the fiberglass substrate manufacturer's recommendations. Article 636.3. Construction, Section A. Fabrication, Part 1. Sign Blanks. The first par•agraph is voided and replaced by the following: 1-3 636---014 10-08 Furnish sign blanks to the sizes and shapes shown on the plans and that are free of buckles, warps, burrs, dents, cocicles, or other defects. Do not splice individual extruded aluminum or fiberglass panels. Article 636.3. Construction, Section A. Fabrication, Part 2. Sheeting Application is voided and replaced by the following: 2. Sheeting Application. Apply sheeting to sign blanks in conformance with the sheeting manufacturer's recommended procedures. Meet the fabrication requirements of DMS-8300, Section 8300.7.F, "Sign Fabrication" for white, orientation non-compliant sheeting listed on the Department's Material Producer List entitled "Sign Face Materials." Clean and prepare the outside surface of extruded aluminum or fiberglass flanges in the same manner as the sign panel face. Minimize the number of splices in the sheeting. Overlap the lap-splices by at least 1/4 in. Use butt splices for Type C microprismatic, Type D, and Type E reflective sheeting. Provide a 1-ft. minimum dimension for any piece of sheeting. Do not splice sheeting for signs fabricated with transparent screen inlcs or colored transparent films. Article 636.3. Construction, Section A. Fabrication, Part 3. Sign Assembly. The iirst paragraph is voided and replaced by the following: 3. Sign Assembly. Assemble extruded aluminum signs in accordance with the details shown on the plans. Assemble fiberglass signs in accordance with the fiberglass manufacturer's recommendations located on the Department's Material Producer List entitled "Fiberglass Sign Substrates." Sign face surface variation must not exceed 1/8 in. per foot. Surface misalignment between panels in multi-panel signs must not exceed 1/16 in. at any point. Article 636.3. Construction, Section B. Storage and Handling. The last paragraph is voided and replaced by the following: Store all finished signs off the ground and in a vertical position until erected. Store iinished sheet-aluminum substrate signs in a weatherproof building. Extruded aluminum and fiberglass substrate signs may be stored outside. Article 636.3. Construction, Section E. Replacement is supplemented by the following: Mounting hardware for fiberglass signs will be per the fiberglass substrate manufacturer's recommendations. 2-3 636---014 10-08 Article 636.3. Construction, Section H. Documentation is added. H. Documentation. Provide a notarized original of the Signing Material Statement (Form 2273) with the proper attachments for verification of compliance. Article 636.5. Payment. The first paragraph is voided and replaced by the following: The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Aluminum Signs," "Fiberglass Signs," "Signs," "Replacing Existing Aluminum Signs," "Replacing Existing Fiberglass Signs," "Refurbishing Aluminum Signs," or "Refurbishing Fiberglass Signs," of the type specified. Article 636.5. Payment, Section B. Replacement is voided and replaced by the following: B. Replacement. This price is full compensation for: furnishing and installing new aluminum or fiberglass signs and hardware; removal of existing signs; fabrication of sign panels; treatment of sign panels required before application of the background materials; application of the background materials and messages to the sign panels; furnishing and fabricating frames, wind beams, stiffeners, or required joint backing strips; furnishing bolts, rivets, screws, fasteners, clamps, bracicets, and sign support connections; assembling and erecting the signs; preparing and cleaning the signs; salvaging and disposing of unsalvageable material; and equipment, materials, labor, tools, and incidentals. 3-3 636---014 10-08 2004 Specifications SPECIAL PROVISION 643---001 Sign Identification Decals For this project, Item 643, "Sign Identification Decals," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 643.2. Materials. Figure 1 and Table 1 are replaced by the following: TxDOT C Fabrication Date T J F M A M J J A S O N D 200 201 202 203 204 0 1 2 3 4 5 6 7 8 9 Sheeting MFR - Substrate A B C D E F G H J K L M Film/Ink MFR A B C D E F G H J K L M Sheeting MFR - Legend A B C D E F G H J K L M Installation Date 0 1 2 3 0 1 2 3 4 5 6 7 8 9 J F M A M J J A S O N D 200 201 202 203 204 0 1 2 3 4 5 6 7 8 9 Figure 1 Decal Design (row numbers explained in Table 1). 1-2 1 2 3 4 5 6 7 8 9 10 11 12 643---001 03-09 Table 1 Decal Descri tion Row Ex lanation 1= Si n Fabricator 2 — Month Fabricated '3 = First 3 Di its of Year Fabricated 4— Last Di it of Year Fabricated ' S— Manufacturer of the Sheetin A lied to the Substrate 6— Film (colored trans arent or non-reflective black or Screen Ink Manufacturer 7= Manufacturer of the Sheetin for the Le end 8— Tens di it of Date Installed 9-- 0nes Di it of Date Installed ' 10 — Month Installed 11— First 3 Di its of Year Installed 12 — Last Di it of Year Installed Article 643.3. Construction, Section A. Sign Fabricator. Replace the first bttllet with the following: •"C" if fabricated by a commercial sign fabricator or "T" if fabricated by the Department or the Texas Department of Criminal Justice, Article 643.3. Construction, Section A. Sign Fabricator. Replace the last bullet with the following: • sheeting, film, and ink manufacturers (codes for these manufach�rers are located in the Department's approved Material Producer List, "Sign Face Materials") Article 643.3. Construction, Section B. Contractor. This section is voided and not replaced. 2-2 643---001 03-09 2004 Speciiications SPECIAL PROVISION 672---034 Raised Pavement Markers For this project, Item 672, "Raised Pavement Markers," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 672.2. Materials, Section B. Adhesives is supplemented by the following: The Contractor may propose alternate adhesive materials for consideration and approval by the Engineer. Article 672.3. Construction. The sixth paragraph is voided and replaced by the following: Use the following adhesive materials for placement jiggle bar tile, reflectorized pavement markers, and traffic buttons unless otherwise shown on the plans: • standard or flexible bituminous adhesive for applications on bituminous pavements. epoxy adhesive or flexible bituminous adhesive for applications on hydraulic cement concrete pavements. Use epoxy adhesive for plowable reflectorized pavement markers. Article 672.3. Construction is supplemented by the following: Provide a 30-day performance period that begins the day following written acceptance for each separate location. The date of written acceptance will be the last calendar day of each month for the RPMs installed that month for the completed separate project locations. This written acceptance does not constitute final acceptance. Replace a11 missing, broken or non-reflective RPMs. Visual evaluations will be used for these determinations. Upon request, the Engineer will allow a Contractor representative to accompany the Engineer on these evaluations. The Engineer may exclude RPMs from the replacement provisions of the performance, provided the Engineer determines that the failure is a result of causes other than defective material or inadequate installation procedures. Examples of outside causes are extreme wear at intersections, damage by snow or ice removal, and pavement failure. Replace all missing or non-reflective RPMs identified during the performance period within 30 days after notification. The end of the performance period does not relieve the Contractor from the performance deficiencies requiring corrective action identified during the performance period. 1-3 672---034 08-08 Article 672.5. Payment is supplemented by the following: No additional payment will be made for replacement of RPMs failing to meet the performance requirements. 2-3 672---034 08-08 RPMs INSTALLATION RECORD The 30 day performance period begins the day after written acceptance for each separate location. The date of written acceptance will be the last calendar day of each month for the RPMs installed that month for the completed separate project locations. COUNTY CONTROL LIMITS FROM MONTH/YR HIGHWAY PROJECT LIMITS TO OF INSTALLATION Contractor signature Department signature E 3-3 Date Date 672---034 08-08 2004 Specifications SPECIAL PROVISION 682--001 Vehicle and Pedestrian Signal Heads ' Specification Item 682, "Vehicle and Pedestrian Signal Heads," is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 682.2. Materials. Section B. General. The first paragraph is void and replaced by the following: Provide vehicle signal heads in accordance with DMS-11120, "Vehicle Signal Heads" and DMS-11121, "12 Inch LED Traffic Signal Lamp Unit." Provide vehicle signal heads from manufacturers prequalified by the Department. The Traffic Operations Division maintains a list of prequalified vehicle signal head manufacturers. 1-1 682--001 OS-08 2004 Specifications SPECIAL PROVISION 685---014 Roadside Flashing Beacon Assemblies For this project, Item 685, "Roadside Flashing Beacon Assemblies," of the Standard Speciiications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 685.5. Payment. The second paragraph is voided and replaced by the following: New conduit will be paid for under Item 618, "Conduit", except for conduit in the foundation and within 6 inches of the foundation. New electrical conductors will be paid for under Item 620, "Electrical Conductors." New tray cable will be paid for under Item 621, "Tray Cable." New duct cable will be paid for under Item 622, "Duct Cable." New ground boxes will be paid for under Item 624, "Ground Boxes". New electrical services will be paid for under Item 628, "Electrical Services." New signs will be paid for under Item 634, "Plywood Signs," or Item 636, "Aluminum Signs." New signal heads will be paid for under Item 682,"Vehicle and Pedestrian Signal Heads." New traffic signal cable will be paid for under Item 684, "Traffic Signal Cable." Article 685.5. Payment, A. Installation is voided and replaced by the following: A. Installation. This price is full compensation for furnishing, fabricating, galvanizing, assembling, and erecting the roadside flashing beacon assemblies; foundations; conduit in the foundation and within 6 inches of the foundation; furnishing and placing anchor bolts, nuts, washers, and templates; controller; and equipment, materials, labor, tools, and incidentals. Article 685.5. Payment, B. Relocation is voided and replaced by the following: B. Relocation. This price is full compensation for removing the roadside flashing beacon assemblies; removing existing foundations; installing new foundations; installing new conduit in the foundation and within 6 inches of the foundation; furnishing, fabricating, and installing any new components as required and replacing the assembly on its new foundations with all manipulations and electrical work; controller; salvaging; disposal of unsalvageable material; loading and hauling; and equipment, material, labor, tools, and incidentals. 1-1 685---014 9-08 2004 Specifications SPECIAL PROVISION 687---004 Pedestal Pole Assemblies For this project, Item 687, "Pedestal Pole Assemblies," of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby. Article 687.2. Materials is supplemented by the following: C. Pedestrian Push Button Pole Assembly. Provide diameter as shown in the plans, schedule 40 steel pipe or tubing, aluminum pipe (alloy 6061-T6), or rigid metal conduit. Do not use aluminum conduit. Galvanize pedestrian push button post in accordance with Item 445, "Galvanizing," unless otherwise shown on the plans. Article 687.3 Construction. The second and third paragraphs are voided and replaced by the following: B. Installation. Install pedestal pole assemblies and pedestrian push button pole assemblies as shown on the plans or as directed. Pedestal pole assemblies include foundation, pole shaft, base, anchor bolts, anchor bolt nuts, anchor bolt template, shims, and miscellaneous components. Pedestrian push button post assemblies include foundation, pole, pedestrian button and post cap and pedestrian sign. C. Painted Finish. When required, paint pedestal pole and pedestrian push button post assemblies in accordance with details shown on the plans. Article 68�.4 Measurement is voided and replaced by the following: This Item will be measured by each pedestal pole assembly or each pedestrian push button post assembly." Article 687.5 Payment is voided and replaced by the following: The worlc performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Pedestal Pole Assembly" or by the unit bid price for "Pedestrian Push Button Post Assembly." 1-1 687---004 02-10 FHWA-1273 E�ectromc verston -- March tq 1994 R�qU1RED CONTitACT PROIiIS10NS FEDE�tA�-AID C�iV3TRUCY[ON CONTRACi'S Page I. Caene�al ...................................... t ll, Nondiecrimination . . . . . . . . . . . . . . . . . . . . . . . .' . . . . . 1 III. Non�agregated Facilitiae . . . . . . . . . . . . . . . . . . . . . . . 3 4V. Paymen! ot Pradetermined Minimum Wage . . . , . . . , . , , 3 V. Statemehts and payrafis . . . . . . . . . . . . . . . . . . . . . . . . 6 VI. Ftecord oi Maierials, Suppl(es, and Lahor . . . . . . . . . , , . 8 VIi. Sublefting or Asaigning tRe Carrtract . . . . . . . . . . . . . . . . 7 VIII. Safety: Accident Prevention . . . . . . . . . . . . . . . . . . . . . . 7 IX. False Siatements Concerning Hlghway ProJecta ....... 7 X. impiementatian of Clean Air Act and Federal Water Pdlutlon �onttoi Act . . . . . . . . . . . . . . . . . . . . . . B XI. CertlRcaUon Regard9ng Debarmerd, 5uspenslon, Ineligfbility, and Votuntary Excfusion . . . . . . . . . . . . . . . . S Xil. Certiflcatiort Regardi�� Use af Contract Furtds for Lobbying ...................................... 9 8 Selection of Lebor: Dunng the petio�mance af tltis co�ract, the corrtractor ehaf► not: a. diacriminate agelnsR labrx from any other State, pasgession, or territory q{ ttie United States (except for arnpiqyment prefetence for Appalachlan contracts, when appl'rcabie, as speci�ed in Attachment A}, or b. empioy convict labor for any purpose within the 8mit� of the project unless it is iabor performed by aonvlGts who ere on parole, superviaed release, a probatlon, 11. M1tOND#9CR1M1NATtON (Ayplicabie to ail �ederal-aid construction contracts and tp �fl related suhcontracts oi $1D,OpQ or more.} ATTACHM�NTS Emptoymont Praferenca la Appulachtan CoMr�cta {included in Appaiechi�n aankracta onVy} � 1. Theee contract provisians ahall apPN to all woric periarmed on the contract by the contracta'a v�m orpanization and wrih the asaiatance ot workera under ths �orttractor'a immedlate superir�endence and ta all work petiormed on the cont►aCt by piecework, atatia� vvo�lc, or by !lUbG011iMG1. 2. E�ept as otherwise pravided Tor in each sectlon, the cantractor ahall Inaert in tach subcontract alt of tfie atlpul�t{ons containeti In these Required Contrsct Pro�isiona, and furlttet requi�e tt�eit inclusian in �►ny lower kier subcontract or purchasa arder that may in tum be made. The Required Cnntn�ct �rovialona shall nat ba incorporated by iaference in ar�y ceaa. The p�fine cor�racios �hai1 bd responsit�le for compliance by any subcontractor nr lowar tiar aubcontractor with tfieae Requlred CW1�fACt P(OVI610�1�. 3. A breach of any oi ifie �tipufetions cor�tained 1n these IRequired Contract Provlaione shail be suf�cient grourxls la te�minaC�on oi the CorttraCk. 4. A breaCh oi the tnllowing cisuses oi the Requlred Contract Proviakms may alao be grounds for deharment as pravided in 29 CFR 5.12: sectla, I, paragraph 2� Secticn IV, p�ra�raphe 1, 2, 3, 4, and 7; 3actlon V, �aropnphs 1 and 2a thraugh 2g. 5. Disputes �rising out of the f�bor standarcfs provlainns af Sectic�n IV (exca�t Paragreph 5) and 8ectlon V flf theae Requ(red Carrtract P�ovlalons ahaH nat be subject to the gendrai disputee ctause of thie coMraat, Such diaputes ahsN be teaotve�i in �ccordance with tha proC6dufen of the U,S. Depelrtrtierlt oi labor {Ddl.) as set fo�th in 29 CFi2 5, 8, and T. Disputea within tha mabning of Mfa clauae incfude diaputes betvv�en the contrActa (or any of its subcontrectoro) and the contractlr►� agenoy, the DOL, or tho conir�ctcx's employse4 or thNi ropreaerttatives. 1, Eqwl Emplayttwttt Op{tartunity: �qual smplayment opportu- nfty (EEO) requi�emer�ta nqt to dVscrimin�te and to take affirmstive action to asauro equal opportunity aa sat torth under lews, sxecutive �rdere, tulee, tegulationa {28 CFFt 35, 29 C�R ie3p and 41 CFR 8dj and orders ai khe Sec�etsry of Labor aa modttied Dy the provision� prescribed herein, �nd imposed pursua�t to 23 U.S.C, 140 shall constiti,te the E�� and apecitic aftirmative actlon startdards for the cont�ecto�'sprojectactivftiesunderthiscoMract Tht�qualf?ppartunity Corsstnicrion Cont�ct Spccificatians stt faRh under 41 �FR fi0-4.3 and the psovislons ot the American DEsaBii'�#i�s Act of 189q (42 ll.S_G. 121D1 et seg.} aet forth under 2B CfR 35 and 29 CFR 1830 are Inoorgorated isy roMrence in thia contract. In th� execution of this contract, the ca�ctor agrees to cornply with the taltawing minimum specittc requfremertt activkies o► EEO: a. The cantractor wiU vwrk with the 5tate higl�way agency {SHA} and the �edersl �ovemmer�t in carrying out �E� obligaiions and m their review of fiisther activitiea under the coniract. b. 'fhe c,ontrmCtorwlN accepf as hia operatfng poiicythe foElowing statsment: "!t is the palicy af this Cnmpany to assure thet applicants are empWyed, and that etnployees are trcated during employment, withoUt r8flard totheir race, Celipian, sex, color, n8tinnal pripin, age ar diaabiltty, Such action shall include: amployment, upgrading, demotlo�, ortransfer, recruHment or rectuftmer�t edv�►rtisirtg; layofi of tertnination; ratea nf pay or other famts oi compensetion; and aelection tn� training, including apprentic�eship, preag�renticeship, andlor on-the-job trsi�ins:' 2, E�d Qtiieer: Th@ Gontr�CtOr wiii daslqnata and m�ke knUwn to the SHA coniracting office�s an QE� b�ic�rwhowill have ihe respansi- bil'd}r tor and must be capable of effectively �dminiatering and promoting an activa oontractor progrgm oi ��o �nd who must be �ss�gned adequate autho�ity end responalbility to do sa. 3. Disseminaibn ot Poticy: Ail members of ths contractor's atalt who are authorized to hire, aupervis�, �omate, and diacharge employ- eea, or wfin recommend auch action, ar who are subatarrtialiy involved in euqh actlan, wiN be mede fulfy ccx�niz�rtt oi, and will implement, the contre�tare EE4 pollcy and contractuak respon$ibilitlen to provide EED in eaGh gr8de and c4gsaification af employment. To ensure thst the abova agreement wNl be met, the tollow{ng aciiona wifi be taken ae a minimum: Pap� 1 a. � I�ertodio meeting� ot supervieory and p�eraonnel offlce employeea wii! be conducted be�fore the atart of wo►k and then nat ieas otten ihan once every elx months, at which ttme the contractor"s EEO policy and its Impfamet�tatian wiH be teviewed and explained. The meelings wili be conducted by the EEO Of�cer. b. A{I new supervisay a' peraonnei aTfica emplqyee3 will be given a thorough incio�trination by tite E�O Oificer, covering all maJor aspects o! tha ca�rt�Ctpr'a EEO Cbllgetkxla whhin thirty deys fdlvwing thei� reportittg for duty with the Gantractor. c. AI! personnef who are engeged in direct recruiiment !or the project will be instruoted by ihe EEO Qlilcer In the ca►�rsctors procedures fa locating and hiring mtnoriky group emp{oyees. ci. Notice� and poaters aettin0 (oAh the cont�actor's EEO policy witl be plgcett in areas readity acce�slble to employeea, applicants far employmeM and poterttlai art+ptayees. e. The cantrectors �EO pallcy and She procedurea to implament such poiicy will be brought to the altention af emptoyeee Oy means nf meetinga, employee hAndbooks, a othet appropriate means. 4. Racruftmeni: Whenadvertisingfvremp{oyees,thec�ntractaswiM mcluds in all advertleemeMs tor employee� tt►e notation: "An Equal Opportunit�r Employer." All such advertisements wii� he piaced in publicatana haNng a farge circul�t►on amang minarity gruups in the erea from whleh the projec! waic foroe would nocmaly be darived. a. The co�/raGtor will, unlesa ptecluded by a valld barg�fning agreemet�t, canduct syatemadc and direc! recruftment thr+ough publl� and privmte emplayee rete+ral aoUrces �ikety to yle�d qua�ifled minarlty group appllr,ants. io meet fhia requirement, the contractor will id�ntity sa,rce� oi potantiail minority 9roup empbaye�a, �rt� estubllsh with such identifi�ed aaurc�s proceduraa whereby mino�y group applicaMs may d be rererred to the oontractor Ior ompwyrr►eM coriskt�ratian, b, In the avent the carrtractor has a valid bargeiNng apreement providl�g tor exolusive hiring h�11 refe�ats, he i$ expected to obserre the provislons of that agreemer�t to the extent thet !he system �ermit� the cantractor's compllance wich E�p Contr�Ct provislotis. {The DOt has held lhat where implememation oT such agreements have tt�e effect af discriminnUng age�lnst minorHles 4r wamen, or obtigataa tha cantractor to do the same, such implementation v(olates Executive Order 1 t 249, as amer►ded.} c. The c4ntractor wiit enoourage hls presefi ampfoyess to reter minorfty group applicants for employment. Informatton and procedurea with regard to refettillg mffto�9ty gruup �pplicants will be di�C�.tssed wtlh emplayees, 5, Personnel Actlons� Wagea, w�king conditlons, and employee 4enet�ts shall be established and adminieteted, and personnel actiqRs ofeverytype, including hiring, uppradinp,promotlon,t►anafer,demoR(on, IayoM, and termingtlon, shatl be iaken witt�out reg�rd to race, color, r�ligion, sex, nationaJ ati9in, aQe or disahilityy. The fo�{owing procedurea shal! be tollowed: a. The cantractar wlll ca�duat periodlc inapectlorra ot project sftes to 3nsure that working conditlons �rtd emptoyee tgcillkies do not indicate dlscriminatary trestmeni of project site personnel. b. The cw�►tractor WiU ptriodioalty eval�ate the s}aread ot wages pai� within each ciassiR�allon tu detgrmine any evldence of dlecrfmina- tory we�ge practfces. C. Ths coMraCtor wil! pefiod'scally revlew s�iect�d personne{ actiona in depth tn determine whe�ther there is evidenr,e of discrfmi- n8tion. Whe►e evidence i8 lound, the contractor wtii promptiy take coRective ectidn. fi the raview indicatea tt�et the discrimination may e�snd beyartd the actions reviewed, s�ch corrective action shall incsude all affected perso�a, d. The conhactw vwlt promptly investlgate all compiainis oi alleped dfecriminatfon made to the coMraator in �onnvction with his obilgations under tF�ta cartract, wlil attempt ta resolve �uch comp�ainta, end will take approptiate Corrective aclion witfi{n a reasdnable time. 1f the investigation indicetes that the discriminakitsn may a�ffeGt persans other than the complainant, sueh conective action shail include suefi other perasona. Upon c.umpletion of each invest9pation, tha contractor will inform evety complainaM oI all 01 his gvenuea ot appeal. 6. T�alnir►g and Prarma�tion: a. ThecoMrectorw(II ase4st in bcating, qualifying, and increasing the skills af minority graup and women �mplayees, and applica�ts tor emplcryment, h. Consiater�t with the �contsactora worlc forca �equi�emetrts and as petmiasibls under Federal and 5tate regulatiar�a, the �oniractbr ahall make i'ull use o1 training programs, i,e., apprenticeahip, and on-the-jc�h 1nailMng pragrgms for the geagraphlca! erea ot ooMract partormance. Where f�asib4a, 25 petconi o/ apprenticea a traineea in each occupa- tion ahall be in their flrst year af apQrenticeship or training. in Ihe eveni a special provision for training ie provided under this cmtract, this subparagraph wiN be aupenseded aa indlcated in the sp+cial provision. c. The contractor wiH advise empiayees and applicanis for emplayment of avaifebfe tralnir�g prngrama and enirance requiremenha foreach. d. The contfiactor wilt periqd'Ically review H1C tralning and promotion potential of minorlty group end women employees and will enc,ourage eliglble employees to apply for sucn t�aining and pramoiion. 7. Ueicros: It the contractar relies in whole or in part upon untons as a�ource ot employees, th4 comractor wlll use his/her best efforts to ahtain the cooperation of such unions ta increase opportunitie$ for minarity groups and women within the uniona, and tn effect refercafs by such un}on6 of minGfity �nd temale employees. Aotiona by the corttractor either direclly or through a contractbrs assflciation acting as agent wiil includa tile ptocedures set forth below: n. The conts�ctor wiil uee beat effarta to dnve6ap, i� cooperation with ihe uni�ns, joint tr2�ininq progrdms aimed toward pualifying more minority graup membera and women fbr memberahip in the unions 2nd increasing thr skills oi minority group emplayees and womgn so th�t theY may qualify for higher pay�ng employment. b. 7he co�tra�tar wi11 use best ePlorte to incorporate an EEO clausa lrtlo each unla� agr�ement ta Ihs end that auah unian Hrilt k�e co�tra�tually bound to refer applicants without �egard to thNr race, color, religion, aex, nationak arigin, age or dlsebllity, 0. Th+e contractor is to obtain infarm�tion as to the reterrak pra�tices and pdicia� af the labor union except that ta the e�Aent such it�formadon (a wfthln the exolusive pogsesaion of the labor unio� and auoh labor unlor► refuses to lumish auch lnio�metton tu the contrector, the cantraCtor shi�ll so c�lrtlfy to the SHA and ahail set iarth what efforta harva baen made to obtain auch intwmatian. Pepe 2 d. in the ev�rK thQ union ia uneble to provlde the corrtrActnr wiih e reaeaneble flow of minority end worneh refert�ab within the time limit s�t tcxttl in the coUectNe baryairiinp agre++ement, the carrtractor will, thrott�h independnnt ractuftment eftorka, fllf ttte emplayment vacancies wtthout regaro to raca, cabr, roliglon, sex, national orisin, age ar di�ebility; m�kk� full effartEto obtatn qualified andtor quallfiable minprity proup persana atxi women. (The DOL haa heki ihat tt aheil be no e�ccuee th�t the union with wh�h the coMractor haa a coiiscklve bergeining ag�wm�nt providing for exc4usive rotercal falled to refer mir►ority ampipyees.) In Hte everrt the uniat roferrel practice proventa the contractar hom maeting tfie nbliggtions purauent to Executive Order 11248, a� amended, and these speciai previaions, auch contractor ahatl immediatery natify the SHA 8, Setecticn of �ubco�tractors, F�rocura�t�r�t of Materiais and Le�*ing bt Equipmerrt: The cnntractor shall not dlacriminate on ths grounds o( race, color, roqgion, sex, netion9E o�ipin, aqe or disabiiit�+ in the aelectioh and rota�tion of aubcantractnrs, inciqding p�ocurement of m�lterials and Ieaaea of equip►t►uM. a. The contractnr shall notity aN potenH�l suhca+�tractas and suppitoro nf hislhar E�O a�'�pati4ns under this cormact. b. DlaadVarttaged bua{nese enterptises (d8E), aa deftned In 49 CFR 23, �ha►I have equal oppartunityr ia compete 1or and perform aubcorttracta which the contractor entats irtto puratta�nt to this corrtract. 'Ti�e! caMraCtor wili uae his be�t eftorte to aulk�t blda fram and to utiliza U8E �ubcontra�ots or eubcontrtsctora wtth me�ningtul minority graup anci f4mele fiepr.sr�r�tion �mong thelr emplc�yeee. Contractora shail ok+tain lista of OBE constnx:tlon firms trorn 5HA pereannel. o. The co�alCtor will usa hie bea! eftorts to ensure aubGontfeCttN compliance with thafr EEO obl'�atlona. 9. Records ind Repat:: Tha costtractot yhel! ke�ep such reeoMa as necessary to document cvmpliance with tha EEO requirertsents. 9a,ch rec� sha�l b�rr re#�trred for a parfod of #hree yaars loikrw�r�g comp4eRion of the contract work arxi ahal! be avaNab4e at reasonable tfines and ptecea tcx inspecHon by euthorized representatives of the 8HA andttte F?iWA, a. Tha recarda icept by the contractor shal! document the follawfr�g: {i y The numhar ot minority and non-minority graup members �nd women empiuyad in et�ch wak classificatlan on the project; (2) The pra�resa and efiwts being made in cooperettan with unions, when applicabie, to Increaae employma+�t oppatunitlea for minoritiea and women; (3j The pragr+ess and s�iorts betng made in locatlnp, hiring, training, qualifyltt�, 8rtd uppreding minority and fema�e empiOyees; a�d (4) The pragreas and efforta being made in aecuring the aervices of DB� subcaMrsctors or aubcontroctors with meaningfuf tni�aity and femele tapresentatlon amon� their employeas, b, The contractae w111 �ubmit an annugl report to the SNA ench Juty for the duretion ot the pro�ect, ind4cating the numbar of minorfty, women, and non-minority group empioyeea cur�eMly ert�s�ed In �ach work Cla�aifica�Uort requlred by the coMract woric. This infortnatlon is to be raparted on Form FNWA-1391. If on-the-jab tralning is ixing requiretf by apeciai provlsio�, the contrector will ba required to eolle�t and roport iraininp d�ta. � 111. NON3�(3REOAT�i3 FACiLITIE3 (Appqcable ta all Federat•aid construction contract8 and to al{ related subcont�acts ot 5t0,Cl00 or mnra.} a. By aubmisaion of thls bid, the execution of this contract or aubcaMract, or the conaummation of thia meterial au�pty sgre�ment or purohase order, aa appropriate, the biddar, F�deral-aitt canstructlan contractor, subconlr+ector, material auppiier, or vendor, as appropriete, certiftea thak the frm doea not mairttaf� or provide t�r Its employees any segregatad faclllties at any of its estebiishments, and that the firm does nat permit its emptoyeee ta periorm thelr services at any location, under its coirtrol, where segregated teoilities sre maintained. TMe firm ag►ees that a breach oi this certilication is a violation oi the EEO prav�sions of thia contract, The fifm (urthe�' C�rtifie9 th8t no employee will be denied accesg to adequate facilities on the basis of sex or disability, b. Aa used in thfs certif►caf�on, the term "segregat�d facilities" msans any waiting rooms, wark ateaa, reatr�oms and waahrnoms, restaurants arxf ather eating areas, timeclocks, locker raoms, and other starage or dtes�ing ateas, perking lots, dtinking four�tains, recseatian or enteRalnsneM aress, transpadation, �nd housing facilities p�ovided for empioyees which are aegregated by explicit directive, or are, 'tn lact, 89gf9gated 0� the b7181S bf �9C8, coltlr, reli�ion, n8tionai origin, ege o� disability, becausa oi habtt, tOc8) CUStorri, vr othervvl�a. The ony excaptlqn 1arlll be fo� the dis�bled when the demands for accessibility override (e,g, diaaGfed perlcing}. c. The conttactor agraea tfiat it has obtained ar uvill obtain ldet�tical certification irom proposed 6ubcontractors or materiaksuppliers prior tD sward p} sUbCpntraCt! o� GonaUmmati4rl pf 1111tA�1 Stlppiy agreemenls of �S 0,000 or more Hnd that it wiil retair� auch ceniticetions in ita filea, N. PAYMENT C1F PREDFiERMINED MINiMUM WAOE (AppflCsble to ail Federa!-aid construction contracts exoaeding 32,Od0 and to ail refated subcontracts, ssccepi Tor projects 4ocated on raadHrays clasaified as Ipcal roatfs or �ural minor collectors, whicfi are e�mpt.) � e. AI! mxhanlca and iaborera employed ar warkirtg upcx� the s#e of the work wilf be paid uttcondftlonally 8nd �tot le8s aRen than once a week and withauk subsequer�t deduction or rebate an any account [exc+spt such payroil deductlona as are perm�ted by regutaiions (29 CFR 3} lsaued tsy the Secretary of Lal�o� under tfie Copeland Act {40 U.S.C. 276c}) th� tuli amnur�ts oi vvages and bona flde fringe 5eneflta (or cash equivalents thereo� due at time ai payment. Tha payment shslt 6e computed at wage rates npt less ihalt tttOse cantained in tfie wage determinetlon oi the Secretary of Labor (hereinaRer "the waga determi- natian") which is attached he�eto attd made a part hereof, tegardless of any cantractuai ce+ation�ship which may be alieyed to exist betvreen the corttractor or its aubcontractor$ �nc! aueh laborsn► a�d mechanios. The w�ge determinaticm (including any addftional class�licatians and wage ratea confo�med under p�ragraph 2 ot ihig Section tV and me bOL poster (WH-1321 } or Fatm FHWA-1495) ahall be pasted at all tfines by the contractor and tits subcontractats a! tfie stte of the work ln a prnminent and eccesslble plac� wfiere it can be easily seen by the workers. For the putpoae of th�a Sectian, cont�ibutioms made or costs �easonabty aniiaipated fqr bona fide iringe �enefita under Sectton t(b}(2} of Ihe Davis-Baccxt Act (4�} U.S.C. 2iBa) on txhaif of taborera or mechanics ara conaidered wages paid to auah laborero or mechan- irs, subjact to ihe provtsiona af Section IV, paragraph 3b, ttereof. Atso, for the purpose ot this Section, roguiar contrihution� made or cosis incuned for more than r w�ekty per{ad {but nat less oRen than quartery} under ptans, funds, or programa, which cover the pa�ticular weekly period, are deemed to be constn�ctiv�ry mad+e Paq� 3 vr inourred during �uch w�ekly p�rlad. 3uch labarers end mechanics shal4 be paid ths upprapriats wape rate and Mnge bsnefits an the wage det�minst'ron far the classificatian ai wonc� �ctu�ly pertarmed, wfthaut regerd ta akill, except as provideG fn pacay�apha 4 and 5 of thia Section IV. b. 1.aborora ar mechenics peHorming work fn more tt+an one Gasaification me�y be compen�ated at Ihe rata apecif+ed for' eAch ctasaific�tion for ihe time act+.talN work+ed merein, ixovided, that the employer's payroll records accurately �et farth the time npe�t in each ciasslflCaHott in which woric ia performed, c. All nalings �nd interpretations of the Ouvis-B�con Act and relffied acts aontainad in 29 CFR �, 3, and 5 a�e herein incorporated by reFeren�� in tfiia contract 2. C��ssiHcaCFpn: a. 7he SHA contracting ofncrr sha�l► requira lhat any clasa of laborars or mechaniCs emp4oyed undet the corttract, which ia nat lieted in the wape determin�tqn, shali be classified In cantamanca with the wage determinatiort. b. The conhectfng officer nhall �pptove �rn Addilional classifica- tlon, wege rata and iring� benef�ts onfy when the folk�Mng cr�teria hgve bein ttiet: (ti ) tha wnrk ta be periomtiecf by 1he addittonat cia�ssilloatlan requested is not p+er(orme�f by e claeusilicatbn In tt�wage deMrmination; {2) ths additiona) raaasiftc�tiott is uHlized in ttte 8te6 try the consiruction industry; {3} the propose�i waqe rate, including eny bo�s fide fringe beneflts, bears a reaaonabte n�lsrionshlp to the wage rates cor�tafned in 1he wage determination; and (4) with re�spect to helpers, when such a clasaffiCaUen p►av�iis in She arca in which the wark !a periormed. c, iFthe oontrnctor nr subcontrackors, as ap{�ropr{ete, the i��arors and mechanlra (If kno4m) to be err►ployec# in the additional classiftcatbn or thetr repre�sQntatNes, and Ihe contracting otftcer agree on the elassificaticx� and we�ge rute;9�cludin8 the amountdeai�nated for+ringe benefda where apprnpri�te), e repo�t of the action taken shalf be sent hy tfie ca�tracting officer to the DOL, Administraler of the Wage end Hour D'rvisiar, Empbyrnent Standards Adminiatration, Washin�tors, p.C. 20210. The Wage and HourAdministrator,oran authorized re{xesenta- tivB, wiil approve, modi�y, or dl9approve every additio�ai claasiftcalion actian withln 30 days of raceipt and so advtse Ihe contrscting oflicer or wilV not4fy the contracting oK�er within the 30-d�y period that 2�dditiqnal time is necessary. d. In the evetn tNe c�ntracta' or subcontra�ctoro, as appropriaie, the laborera or mechanics to ba emptvyed lrt the additinn�l clase�iticgtion a� their repr�senf�tives, and tl» ranhacll�g aMicer da not �gree on tha prapae,ed classific�tlon and weg� rats (incl�ding the amoutrt designated 1or hinge be+�elks, where approprl�tej, thecontracting ofRcer shait �eter me questiorte, including !he viewa ot all kNerestad partiea and the rec�mmendatlan ei the contracting otficar, ta tfin Wa�e arns Hour Adminastraia tor determination, Seid Administrotor, or an nuthorized representative, wi1! issue a determineNon wRhin 30 de�ys of recaipt and aa adviae the ctiMrecti�fl oificar ar wili tlottfy the r.onfieating omcer within tfie $0-day pariod the� additianat time ia necessary e. Th8 vv8ga rat� {includin� fr(nge be1�►�Nt�s whete uppropri�t�) determined pur�uaM to psragraph 1c ar 2d ef rit(a Sectiun IV sheli be �id ta all wrxkers peAorming work In ths add'rtionai claesifiication from ihe Orat day on which wark is perform�d in khe cla�sif►cati+on. 3. Peyt►lent of Fringe 8�nefrti; a. Whenever ihe minimum wags rate prescrlbed in ihe caiiract ior a claea of laborefs ur mechaplcs klCludes a t�inge benef�t which is not exproaaecl at► an hourty rate, the corstracKar or subcontractars, as appropriate, shall efther pay the beneitt as steted !n the wage detennina- tion or ahell pay anothe� bona fide f�inge benefR or an hourly case equivaiem theteof. b. If the co�iractar or subcontractor, as epprqxiate, daes Ro! make paymer�ts to a trustee a► ather third petson, he/sh� rnay consider as a part af the wages oi any (aborer ar mechanic the amnuM of any coeta rea�dnably a�iicipated In providing bqna fide iringe beneFits under a plen or program, provEded, tR�t the Secretary �f Labar has found, upon the wfitten requsat oi the co�tractor, that !he applioable standards of the Cl�vis��acan Ad have 6ee�t met. The Secretary af Labo� may reguice the contractar to aet aside in a separate account assats for the meetir� of ablig�tione under the pian or p�ogram. 4. Appr�ntics� and Trainee� (Prn9rams af tfie 13.5. OC1lj and Hetipen: a. Apprentices: (i ) Apprantices wiSl be pe�mittnd ta wark at less ihan the pradete►minQd ratQ tor the work th�y pertcxmed when they are emplayed pursuettt to pnd indiviGumlly registefed in s bort� tide apprenticeship program roqlaterttlwith the pdL, �mp{oyment and 7iaining Adminisha�- riari, Bureau ot Apfxeniiceahip and Traininp, orwith a State appre�tice- ship agency rocagnized by thQ Bureau, w ii s perann I� emplayed in hldher flrot 9Cf days of probationary employment as an app�entice i� such an apprenticaahip pcogram, who is not individuafty registered in the prc�ram, twt wfio hg� baen cprtifro0 by the 8ureau of ApprsrnFr.eship artd irslning or a State appranticeshtp agency (where eppropriate) to be eligibla for probatlonary employrt+efit es an apprentice. (2} The allawabiQ rAtia o/ aQp�enlices to journeyman-level empbyees on ihe job siRe in any cr�R classificetion shall not be greater th�n the ratio permitted ta tha car�ractor as la the er�kire wark force under' the registered program. Any employee listqd on a payrall �t �n apprenNce vwpe race, who i� not registered or otherNise employed as stat�d above, sha11 pe paid rmt less then ther appl�cAble wege rate Ilsted in the wage determination for the ciassifi�alion ot work actualty per- iqrmed. In add��, elny e�pprentice per7orming woric on the job site in exceas of the redio permitted under the registered program shall be paid nat lesn tnen the applicab4e wage rats on the wage determination tor the worlc actually performed. Where a conhactor or subcontractar iQ perTo�m{ng construction on a p►oject +n a Iacniity other than that in which itc proQram is repistered, the raties and wage rates (ewpre$sed in perceMages oi the jnumeyman�level hourfy raiej apeciffeC in the oontractat's a� s�sbcontractara registered program shall be abae�ved. ' (3) Evary approntice must be paid ak not feas khsn the rate specifiet! ir�the regisie►ed program forthe appter�tice s lev�i of progress, cxprossed as a percerriage of tne joumeyman-level houriy rate specltted in the upplicabla Wage detamination. Apprentices shall be paid Mn�e oenef�ta (n accadance with the pravislans of the apFxertticeship �ogram. If ine s�prerRi�ssNip �rogram doe� �ot specity fringe benet�ts. apprei�tkes must be paid the full amount bt trirk,�t benefAs lisled on t�e wapedeietminationtort#teapplicablscteksiicaifn�, fitheAdmi�lstratar /or the Wagb and Hour Oivision detarmirtes tttat a diHeYeM p�actice prevails tor the app4icabda apprenbce claseification, fringea ahali 6c paid {n accordance with ihst detarcnination. �y a (4} In the s+rwtt ihe Bure�u oi ApprenRlca�hip and tralning, or � St�ta appror+Uceship �gency recognized by the Qureau, withdravwa epp►ov�i of �n �p�mmtGeship prog�m, tt�� comrscMr or subconlractor will no lo�per !�s psrmitted ta udllz. apfxenticea a! leaa than the appiicabk prodaterminsd rsia (or the comQarable wcrtc pettarmed by ragul�r employ..s ur�rii �n sxeptsbl� progr�m is appfoved. �n b. Trelneea: (1) Ex�e¢t aa providW in 29 CFR 5.16, trsi�eas wlll not be permitte+i ta Wo►k el ieaa ih�n th� prpdetermined rete for the xrork perforrned unlees thay Ara ampfoy�ci purouant !a md indh,idualry r@p(ater'�C4 in 8� pragrant which hes received prlor approvai, evlclenced hy iormai certificetion by the aol„ EmpioymeM sn� Treining Adminlst�a- tio�. {2) 'Ct�Q ratio of trainees to Joumeymen-level employads on the job aite shail not be grceter than permkted under tha plen appr�ved by ihe Employmsrtt and T�infng Admini�tr�tion. Any employse liated on ti�s p�yrol4 at a tralnee r�te who Is not �egiatered and participafing in a helning plttn approved bythe Empiayment and Tralning Admini�tration shall be poid not tass than the appkfcabk wage rate on the w�e dete►mi- netion for th� ctaaaiticatiun ni work actually pert+�med. in addltion, any tra'rnai psrrorming worlc or� tha job eite in excesa of the ratlo permitted under the registered fxogram ahel! be paid not Iasa iha� ttrQ appli�abla wape rnte on the wage determinatlan for ths work actualiy periarmad. {3} Every troit�ee must be pafd at nat less than ttte rate sp9cl�ed in tfie appmved progr�m for hlelher kvel of progress, ed expreaaed as a pe►certtaqe oithe joumeym9n-levei hourty r�te sp�Giffed in the appl�Cabl� w�g* d�t�rminatlon. Trair�eea aha11 ba peid iringe berr��#s In acco�dan�e with the prouiaiona di the tnines ptogram. if the ttslnee program doas not merEtlon (rVnga banef�#s, tr�inees ahall ba paid tho fuM amnurrt af frinqe baneRts ileted on thewage determinaiion unless the Administrotor of the Wage and Hour Divfsia� determines khat ihe�s ia an appronticsehip program aasacinted with the corroapandins �ourneyma�-levei weipe rete on the wage determinatlon which p�ovidee for lees than full iHnge beneflts for apprenCwea, in which case such treinees shalk receive ths same frtnge tseneflta as apprentices. (4) In the event thr� En'►piqyrttent artt! Tre�infng Adminiatration withdrawe approval of a training program, the cont�actor or sukacontrac- tnr v�rfll na innger be permitt�d to utilizt traintas at leas than the appiica- t�le predete�rninecf rata tor the wak perfomied untll an acaeptahte program ia approved. c. Heipera: Helpers witl be permitted to vNork on a proJect If the helper claa�ffication is apec{fied and defined on tt+e epplicab4ewagadetermina- tlon or is approved purauant to the canfarmenCe pro�adure sat foRh in SecUon IV.2. Any woticer Ilated on a payroll at a helpar wdge rots, who ia not a helper und�r a appraved defln�ton, a1�8N be paid not less then Ihe epplicable wage rate on the wage determinat}ori for the ctas9ification af wotk actualty periormed. 5. Apprsntie�s and TrainNs {Ptograms of the U.S. QOTi� ApQrerttfcRs and tr�iheos woticing unci� app►witicoahip and sklll traininp pragroms which have been certifled by 1he Secretary of 'tran�port�tlon fs promatlng E�O in cannection with Fadoralaki highwsy t�n�truct{on prt+gram� aro nvt aubject to the requlrementa ot p�rl�grnph a ot ihis Ssction IV. ThQ at�aight tlma hourty vra�� nttes for Approntices end trulnee� u�de►auch prog►am� will be eataWiahed 6ythe panl�ule� proprsms. Th� ratio vi ap{xe�tices and t�aineeu to joumey- men shall not bs prest�r th�n pamiitted try the terma of the r►erticulgr pragrsm. 6. YYithholdirx,j: The SHA Shall upon iis own action or upan written reQuest of an authori�ed raprese�talive of the O�� withhold, ar cause to be wfthheld, from ihe contractor or eubcontrector under thle cvntract or any other F ederal contract with the same prime contraator, or any otfier Federaliy- aasiated cortract subject to Davis-gacon psevafling wage requirements which is heid by the aame pnme coMtactor, aa muCh of the accrued payments af ad�ancee ss mey be r,Anstdeted n�cessary ta p�y Sahorers and mechanics, inctuding apprentices, irainees, and helpers, employed by the cotnrociar �r any subcor�trector the fu8 emount of wages required by the contract. In the event of failure to pay any laboter or mech�nic, including any appteniice, ktairtee, or heMper, employed or working on the site ot the work, alf or pa�t of the wages required by the conkract, the 5HA contrdcting officer may, aRer wrikten notice to the contractor, take such aotion �s may be ner.essaryto cause tha suspension of any furiher payment, advance, or guarantee of funds unt�i such vio{ations have ceastd. 7. {3veRime Rcquiremetrts: Ne conhector or �ubcontractor cankracting tor any part oi the contrACt wvrk which meiy �equitQ a� invotve the emUWyment of talw�a�a. mechanica, watchmen, cx �ua�d�s (includi�g apfxsr�ticea, trai�aes, t��d helpera described In paragrephs 4 and 5 abave} ahall fequire ar permit any laborer, mschentc, watchman, ar guard in t�ny workw�eek in v,filch he/she is empioyeC an such wark, to wotk in Qxceaa ot 4(} haus in such wvrkweek unfess su�h leborer, mecfianic, watchman, o� guard receives compenaation at � rete nat iees than ono-and-�ne-haii times hia/her baslc r$te af pay for all houra wwked in excea� af 40 hours in auch workrveek. S. Violation: �iability tor Unpaid Waped; Llquldated Dama�gee: In the event ot any vioiatlon of the clause set ioRh in paragreph 7 above, the contractor end any aubcantracto� reeponelbb thereof ah�li be linble to tht aNeGted employee for hisrher unpak3 wages. in �ddrtion, such contractor artd sut>contr�cta ahail be lie�le to ihe United 5tates (in tt�e case r�t work done undet conUact ior the DiatMct oi C4►umbia or � tarr�tory, to auch Dist�ict or tp such ferritory) for liqut�feted damagea. Such liquidatetl damapea ahall be ccmputW wifh respect ta aec1� indl�iduai laborer, mechaniC, vr�tchmgn, or guarc! employed in violetion of the clause set forth in paragraph 7, in the sum of SiD iareach catender d�y on which such etnployee rres required or petmttteti te wak In exceas oS the standard wak vreek ot 4a houre with�ut payment of tha ovenime wagea required by the clause► set /orth in petapta� 7. 9. Withholding far Unp�id W�pes wnd tfqufd+�ted Dam�Qes: The SHA shati upon its own action ar upon written requeat of any autFro►ized represar�tstive of the CIdL w#tfihokl, or cause ta be withheld, from any monie� payable on eccount of work performed by the cor►trac- tor or aubcontractor under any such contre�ct ar any othe► Federai aar�trsct wtth the same prime contre�of+x, or any other FedQ�alry-aasisted cof+tract subject to tha Cantract Wor1c Houns and Satety Stand$rd� Aat, which fa held �y the aame prime c�ntractar, euch aurns aa mgy be aatermined to be necessary to satlaty any 1labilft(ea af such c4nfractar a su6contiactor 1w unpeid vrages and liquidated damages aa provided in the clauss set fo�th in paragrsph 8 above. V. STATEN4ENTS AND PAYROtLS (Appfcableto ali Federa!-aid construction contracts exceeding a2,000 and ta aU releted suhcoMracta, except for projects located on roadways da9aifsed as loca4 roads or rutal coi{ectors, which are exempt,} P�pe 5 1. Corr�tiitnce wilh CapMand Regulatinna;2s CFR SJ: The coritractar shgil comply with the Copeland Reguletione af the 5rcretary of Labor which aro her+�n incorponted by rebrence. 2. Payrails and p�yrolf Re�ord�: a. FaytoNa and f�asic reco►ds refating thereto shall be mairt� tained bythe c�ntracttir and each subcx�r�cta durlrs� the oourse Mih� work and preserved for a period a! 3 year� from the date oi complstioh of the cantract For all labarers, mec�anica, apprentice�, hainees, watchmen, hsipers, and guards worktng a�t the aita of the �nrork. b. The payrcoll recards shglt cont�in !he name, soclaf security numbar, and addresg of each auch emp4uyee: his ar her correct clagsitrcallon; houriy rates of Wages paid {inciuding ratQs of Contribu� tiona or coAts arrticipated tar t�ona Tide T�in�a benema or eash equivelent thereof the types daAcrik►ad in Section i(b){2)(B) of the Devi� �acon Act); daiiy and weekty numbe� of houYs w0►ked; dQduGtions made; and adual wagea paid. In addltbn, !or Appaischian cor�tract�, the payroll recordtl shall Cotttain a notatfon indicating whethpr the emp�oyee doee, or daes not, nomlalty reeide In thb (abot srf�ea as deftned in AHachment A, paragraph 1. When�wr the Seeretbry ot L.a6or, purauttnt to SecticHt (V, per'a��aph 3b, has found ihatt tha W�gea oi arty leborsr or meChani� inolude the amourh ot any aosts teasanably ar�ticipated in provid'sn� c�,ents unae► a p��an a program deacribed In sect+pn 1(b){s)(8) o►ttie Oavis Saccn Aat, the �antra�t,or end a�ch auhconuacbnr ahall maiMak� recrnds which ahow that the commitmenk to prmdd� such t�eneflts is enforc�ble, that the pla�n or program is flr�ancialfy responaihie, that the plen or progrem haa bedn commun�ated in w►ifing to the laborers or mechank� affected, and �hew the cost anticipated or khe actual cost incuned in provi0ing benefits. Contraetors or subcoritractors empica}ring appreMiGes or trainees under approved progrems shall mai�ain written evidence of the registretbn o! apprertlice� and tralneee, and ralios �nd w�ge ratea pfescribed in the appllr,�We pr+sgt�ttns. c, EaGh contractor and �ubcontrectar shai{ iumish, sach week in which any cotttrgct wak is periormed, to the SHA residerrt englneer 8 payrolk of wages pald each af its amptoyees (inoluding ap�renti�es, trdineea, and helper�, described in Section IV, pa�qrapt» 4 and 5, and watchmen and guardz engeged on wark dur(ng 1he preceding waekly payroll period). 7he payroll submitted �hail set out accuratety and aompleRely ali of the infomtetion required to t�e maint�ined under paragraph 2b of this Sectlon V. Yfila infarmatian may be eubmkted in arry form de�s�red. Optional Form WH-347 is availa�le farthis purpc»e and m�y be purohased hom the Superi►itenderd of �acumenta (Feder�l stack numb�r 029��5-�0141}, U.S, Govemment F'Hr�tinq Offtca, Wa�ghingtan, p.C. 2�W2. Ths prime cuMractor is neap4neiblA !a the aubmiesion vf copiea of payralls by �all �lbcontrsctara, d. �ach payroll submkted shall be e�CCompanied by a"Statemer�t oi CampllanGs," gigned by the cont►actor or suCcaMractor or hia/l�er agent whu pi�y� or auperviaea the payment of the person� empioyecl undut ihA cantract gnd shall certity the fallowlny: {t) that ►hs p�yra� ior the payrop perlod contuina the infarmetion raquired to be maintainrd under parb�reph 2b oilhis Section V and Iha1 eacfi iMrxmertion is Carrect antS camptete; (2} thet suah iaborer or mechanic (i�cluding each helpaf, �pprerrkice, �nd trainee) emplayetf on trie cot�tract during the payrall period h�a h�e� paid the full weefdyvragea eamed, wittwut rebate, either di�ecby or Indfrectly, and that na daductions havt been made e'dhef direCtry �r indircctly ftom the fu11 we�es +0amed, vther than permissibie decftrctlons as set latt� in the Re9ulatiarte, 29 CFR 3; {3) that e�ch laborer or mechanlc h�� been paid not lcas that the applicab�e wa�get rate and fringe benetds ar Gash equivale� far 1he claasification of worlced petlormed, as apecified 'sn ihe appftcable wage deka�mination inoprpotated into the conhact. e, 'Tfite wuekiy submission of a propetiy executQd certifica4on set forth on Ihe reversa side at Optlonsl Farm WH-347 shai► satisfy the requirement for suhmission at the "Statemsrrt of Compliance" required by paragraph 2d af this 5ectPan V. f. The fal�ifiCatian af any of the above c�r�ificatians may aubject the cantractqr to oivil ot criminal prosecutian under 18 U.5,C.1 Q04 and 31 U.S.C, 231. g. The contractor or subcontracter shall maka the records required under par�graph 2b oi thi$ Sectian V evailable ior inspeCtion, eopytn�, ar transcription by authori�ed represantaCrvet� at tlre SNA, tt�e �tiWA, or the pOL, and ahali permit such reprBsehtatives to interview employeea during wwfcin� hours pn the job. li the contractor or subc:ontraclnr faile to submit the required rscords or to tn�ke them av�il�bk, the SHA, the FHWA, the DOL, ar all may, aftet written ndice to the cantractor, spon�t+r, �pplicant, or awner, t�lte �uch actione as may be ne�saery to cauna the au�penaian of �ny further payment, advance, ot guararitee ol tunds. Furthermor�, faiiure to submft the raquirad rbcords upon roque�t or to make auch recv�ds avaiiable m�y be grounda for debarmeM �ction pursuartt ta 29 CFR 5.12. V!. RECtJKtD OF MA7'�itfAk.3, SUPpUE3, AND i.AF3dR 1. Q� ail Fede�al-aid contracts an the Natianal Highway Syatem, except thnse which {xovide sokry tor the installatian of prc�tecrive devicea at roliraad grade crossfrr�, those which are conatn,cted on a farce accouM or direCt fabor baais, highway beautification coM�acts, and cor�racts fcx whiah the total,flr�af construction cost for road�vay and bridga Is tess than 31,000.4DD {23 CFR 835) the cantractor shall: a. Becane familiar with the► {Isi af $pecific materiats and supplfea co�tairted in Forrn FHWA-;{7, "Statement o� Materials and Labor Used by Cantractor of Highvu�y Construction lnvoNing Federak Funds;' ptior to ttte cammencement oF work under this contract. b. Maintain a record olthe total cost of alf matenai5 and supplies purchaaed for and incorporated in the work, and a4so af the quantities ot thoee ape�ific matenats and suppliea listed on Fofm �'HWA-47, and In the unita ehown on �'orm FHWA-47. c, Fumieh, upon the completian of the cn�tract, to the SHA reaident enqineer on Form FHWA-47 togeth�erwfththe data required i� paragraph t b reiaiive to material$ and auppliea, a fnal la�or summary ol ab contrad wo+'k indicating the tatal hours workad rtnd the total amvunt eamed. 2. At the prime contrOCta�'s uption, eHhes a t�ingie �epott coVeting all co�tract work ar seperate roporta for the coMractw gnci for each subcontrgct ghell be aubmkted. VII. SUt3l.E'FT{NGi dR ASSICiNIN� TliE Cdh1TRACT 1 Tht conttactor ahalt periorm with its owtt organizetion co�ract work amaunttng ta not less than 30 percent {or a greate� percer�ge if specifled �I�a�vhafe in ihe coMract) o/ the totel orlginal contract price, excluding any apeciafty items de9ipnated hy the 8tate, Specialty items may be peAorme�i by subcorrtract end thg �mount of any such speciatty items periom►ed may be dsducted (rom ihe tota! original contraci price beforo computing the amourtt af work required to be perla►med by the coMrartnfa oNm prgarirza�tinn (23 CFR 63�+). �c. e a. "Ita own nr9anizatlon" �hell be conetrued to �nclude nnly woricere employed antt paid ctirectly by the prims cantractot and �quipment owned or rer�ted by the pnme coniraictor, wkh or without opar�tora. Such tarm cfoes r�ot irlclucie ampioyei� c� equlpment of a subcor�tnctar, aasipnae, or spMM at ths prime c�ntractor. 6. "Speclalty Items" shafl be constrved to be Ilmited ta work that ►equiros hi�hty specfpltt�d fmowl�dga, abilhie�, or equlpment �ot ordina►ily avaNebie ►n the type of conhsct4ng organlzatta�a qualifiW and expected to bld on the cont�c! aa a whole and in general are to be limited to minor component$ oi tha ave►all contract. 2. 7he c+Mtrect amaunt upon which the raquirementa aet forth in par�greph f oi 8ection Vli is aamputed inciudes the cast of materiai end manu�actured products which are to be purchased or produced by tha co+ttrsctor under the contract provisions. 3. The contractor ahall fumiah {a) a competent superintendeM or sup�rviavr who ie� employed by the fifm, has tull authority to dinct pertartn�nce of the wark in accardar►C� witt� tha corttract requirements, �nd Is i� oharge oi ail cnnetn�ction operatiens {regardless of who pertorms the warlc� and (b) euch athe� of ita own arQanizationsi rasourcea (supenrtaion, manapemst�t, �nd en�ineoring servic�e) aa the SHA coMractlnp oiilcer daterminea ia nacessaty to asaure the periar- m�nce of the cor+t�act, d. Na poRian af tf�� contract �hail be subiet, easigned or othervrisa disperaed of except with the written conaent of the SHA cnr�tractin$ �i11ce�, or euttwt�zad rRpresent�tive, and vuch cor�aent when gfven shali not be caRatrued io ta�ievr th� oontrector oI any rssponsibii'd}r for the fulfilMnent of the contraet. Wrttten conssnt wfH ba given onty aRer the 5HA hss aeaured that e�ch tub�ontr�ct is evklenced 4n writing and that it Cantains ell per[ineM pm►+Isbns and requlromenta of ttie prime CoMTeCt, V1�1. BAPETY: ACCIDE�IT RftEVENT1aN 1. tn tha �rfo►m�nca af thie contract tha coMractor shell compty wiih t�U appllcabla Fetisrai, State, snd laC�i lew3 goveminq satety, heatth, and aanitatiian (23 CFR 835j, The c�ntracta ahail pn�vtcte alt safeguards, setdy devlces and pYdectiva cquip�nent and take any other t�eeded actbns ae it determinea, or aa the SHA co�cting officer m�y determtne, to be reasonabty necessary to prdect the life and hesNh of emptoy�as on the jab anQ ihe aafety of the public �nd to protect proptrriy ir� �onnectlan with ttte performance of the work covered by the cnnir�tct. Z, it la a cond�lon of this contraet, �nd ahaN t�e made a condRlon ol each aubca�tract, wh�ch the contractar entsn (Ma pu�sua�t to thie coMrect, that the corHractor a�d any sube4nt�ctar aheil not permit any �mp�oyra, In parform�nce of the contract, to war4c In sutrou�dlnQs or under wndRlona whlch are unaanitary, hazardous or dangeroue to hiatMr health or eaTety, aa detemnlned under canatructlon ssfety and heaRh ata(�dards �29 CF'R 1928) ptamul9eted bylhe SecretsryolLabor, In accordance with Sectk�n 107 oit�a Cor�ract Wortc Houns and Sataty Stattdarcfs Act {40 U.S.C. 333j, 3. Pureuant to 29 CFR 192$.3, it ie � condftlort of thia cortitr�ct ingt the Secrgtary of I�.abor a�uth�riz�d npresentathro thereof, s#tal! have right oTettlry to any sRe otr,orfiact perTomianr,e to inspect or investigata the ma�tter of comp►i�nce wfUti th� canetructla� aafeiy and heafth s#atxiards and to c�rry out the dutiss oithe Secret�ry undar Section 107 ot the Coht�ct Woric Noun and Safvty Standards Act �40 tJ.S.C. 333}, IX. FA�8E 9TATEMENi'S CQNC�RNfNO HttiHWAY PitOJECTS In otdar to tuure ht9h qualqy and durabh conatructlon in canformlty wlth approvid pians and ap�cifkatiane and a Mph degree of reNability an atatemanta nnct represematlons mede by engineero, contreCtots, supplisrs, and warkera on Federal-aiA high�+ray projects, it ia essentiat that alt parsone concerned wAh the project pertarm thelr Tunciians as carefulN, thornughly, and hotiestly as possibie. Willful falsif�cation, diMarttnn, or miareproaentatfen with reapect to a�y facta related to the project is a vio�etton ot Federai faw. To prevent a�y misunderstanding regerding the sariousneas ot these anri simitar acts, the fWlowing notico shall ba posted an each Fede�sl-aid higFrvvay proJe�t (23 CFR 635� in one ar mora piaces wh�re it ia readily avaiiable to ali persons concemed with thq praject: lVOTIC� TO ALL PEFtSQNN�I ENQAGED QN F�QEiRAI.-AID N1C3HWAY PRQJECTS 16 U.S.C. 102D re�ds es follows: 'Whoever. tre�aQ sn oAicer, agent, oremptoyee olNte tinited Siafes, oroiany Sfafa or Tarritory, orwhoever, whe[her e per3or+, ass�cladon, 11mt, or cotp4railan, knawingty mekes any false stafement, /slse represertie�on, or f�tse �eport as fo the charecter, quaNty, quanNry, c� �asf af the maferiaJ aa�d aI to de used, ar the quanb'ty or quakty of the woAt �►erfvrm�d ar to be perlfomred, ar the cpst thereo/!n conr+ection wiih the subrnrsarar+ nf plans, maps, speci�►caBons, cantracts, ar casts a�cortatrucavr� cn any hiphwsy orrelated projecf submtttedforopproval tn the Secrerery of Transportatlon; ar Whaeverknowtngiymakes anyl�lsa state�enf, laRse ropreserttedon, false report w false dal� wtth respect fo ths character, qusqry, quen6ty, orcast ol eny work perfo�med orto be perlbmred, armatedats fumfshed or to be I�mfsAed. Irt cannscdan wlth the constructton of Any hrphwsy orrolafedprofect approved by the Secr'efary ofTrertspolt8tlan, or Whaaver knowrngly makss any fals� sfat�me►tl or f�lae mprb- sBntati�on as ro mat�riel tact 1n eny statsment, car�'Acate, or roport submrtted pursuent to pravistons of'ths Feder�F.�id Roads Aot approved July �, i9 i8, {39 StaL 355}, as remended artd sapptemented She� be Ansd notmoro tAst �i0,000 orimpr�soned not more tharr 5 ye�rs orboth." X. IMpL�M�N'�A710N W�' GLEAN AIR ACY ANO �EDERAL WATER POLLUT{O�+i CONTROL ACT {Appiicable to all Fedetal•aid constructian aontr�cta end to all related aubcoMrscts at Et00,o4Q ar more ) By submiaaion of thi8 bid or tha exe+cution af this cont�act, or subcbn- iract, �3 appropdate, the bldder, Federal-ald constructian cantraotot, or subcantractor, as approprlate, wilf be deamed to have stlpulated es raiwrs: t.'ifiat iny facllity that ia or wiii bis utNized in the periwmance ot thia contrdCt, unftes suCh ctinb'eCt {a exempt under tfie Ckan Air Act, as ama�ded (4Z U.5 C. 1857 et ae�C ., as amrnded by Pub.l. 9t -St?4), snd undar the Federal Watar Pdluiion Control Act, as smendsd (33 U.S.C. ! 251 e! ae�C „ aa amonded hy Pub,l. 92-SQD}, Exscutive Drdar 11738, and regulelions m imptementat}on khereof (40 GFR 15} is not list�d, on the date oi contraet awarcf, nn the ll.5. Environmental Protection Agency {EPA} List of Vialati�g Facilities pursuant to 40 CFR l5.2a. 2. Thak the firm agreas to aanply and rem�in in campllance with ali the requirementa of Section i 7 4 oI the Clean Ai� ACt $nd SeGdon 308 of ihe Fedensi Water Pollution Cor�rol Aet snd sl► regutetions and guidelinea tisted thereunder. 3. 'tha�t the lirm s1+aA promptiy nntity ths SHA oi the receipt of any communtc�tton irom th! L?IreCtor, Oftlae ot Federai Activities, EPA, indlcating that a tacllMy that Ve o► wlil be uriltzed for the contract ia urtder cona�deration to be Iisted on the EPR Liat ot Yolating f acilltiee. Paye 7 4. That the fiRn agreea to inolude a caiuse to be inctuded the requke- ment� of paragraph t throuph 4 ot thia Sedlon X in every nonexemp! suboont�act, and turther agree�a to take such act�an aa t�e gavemme�t mary diroct aa a meana oT enbncir� such requlreri►�nts. XI. C�RTIFICATItN�1 R�aARDING D�bARM£Nt, SUSP�NSION, INEiI(318�tUTY AND VQI�tlNTARY EXCLU8lOt�1 � �. inslructtons tar Ceroiticatiun - Fkimary Cuvared Transac- tiv�►s: (Applicab�e tc all Federal-aid aontracls - 49 CFR 29) a. Sy signing and submitting thla propoaal, the proapectiye primary participant is providing the certification �et out belaw. b. Tha inabilityr pf a person ta provitie the ce�tifxatbn aet aut below will not �ecesaarily resutt in denial of perticipation in thie cwvrcd tran�actian. ?'he p�oapectfve parttcip�rrt shall submit an �lanatlan oi why it cannot previcfe the certifi�ation eet aut below. TFue certiftc�tion or explanation will ba cons�dered in conne�tlon wYth Me deparpne�c or agencya determinatbn whether to enter into ihls transection. Hawe+rer, failure ot the prospeci'rve primary paAicipar�t tv fumish s cettiFlcetlon ar an atplenatlo�t 3hall die�quailry such a petsan f►an perticip�Uon in lhia transact'son, v. Tha ce�iiFlc�tion in this clauae la a meteriel repre�errtarion oi fact upcm whtch �eiiance wea piaced when ths dep�rtment or e�gency determi�ed ta anter iMa this Martsactian. If R Is Irter detarmined tfiat tfie prospectiva primary participani knowingly rrrtdered $n eRo�teous certiftcat'wn, in addiHon ta other remadiea avuileb{e to the Federal Govemment, the depertment a egency may tefminate thfs trensaction ior c�uce ot dafauR. d. Tt►e �xoapective primary participent shall provide immediats wriStan nolice to the departmant 4r BgenCy t0 whom thia prOposal is submiHed if any lime the prospective primary participant learns that Its oettlilcatfon wes eRontous when aubmitted or ha8 hecome er�oneous by reason of changed circumstances. e. The tcYms "covared ttansactfan," "debarred;' "suepended," "Inellglble;' '9o�uver tier covered trgns�ctfon," "partiCipar�t," „persa�" "primary coverec� trsnsaction," "princ+pa�;' "proposal " and "vduntarily exciucled,' ns �ecd in this c�ausc, havt the mear►Inga set out in the Dafinitions and Coverage aeclians ot nulaa Implamenting ExeGutive prper 12549. You may contact the depestmeM or agenoy tn which lhi9 propogal is aubmitted ipr asaiatance In obtaininp 8� Copy qf thoee regulaiiona. f. The prospeCtroe primary patticipant agrees by �au6mitdt►� this propos�l that, should the proposed oove�ad tranaacrion be entered I�ta, it shap not knawingty enter Inta any lower tter covere�i trsnsactid� wim a peraan whe ia debarred, euspertded, d9cla�red ineligib4e, or voluntarily excluded irom participatlan in thia coverad transaction, unleas aulha rized by the departmerrt or agency e�ering Inta thts transacUdn. n g. 1'he prospective primary parHciper+t furth�r agraes by aubmitting thie propoeal thet it will indude ihe cleuse btled "Cetilfication Regarding Debarts�xtt, Suaper�sion, Ineligibilily and Votucnary �cluslon- lwver "�ier Covered 7ransactlon," provided by thedepArtmeM or agency eMering into this covered transaciion, wtthout mod�lcation, in �II Irnver tler cavered trans�ctiw�s and in all ao4icitaUons for lower tler ooveted lransactians, , • h. A participent in a wvered traneactlon m�y rely upon a certificcatlon ot a praapectiva pa►t'�cipant in e lower lier cavered iransaa tlon that i6 rwt debe�rsd, aue�sended, Inailgibfa, or voluMarity excluded i►om (he covered traneactian, unlesa it knovva that the ce�tltl�cetlon ia erroneous. A particip:�t mey decide the method and frequency by which it determmas Me e8gihility aF its pnncipals. Each parlicipa�t mry, but Iy not rec}uind ta, check the nonprocurement patWtl ot the "liata of Pattiun Exduded From Fede!'at Prxurement or Not�proCuromet�t P�vgrams" {Nanprocurement List) which is compiled hy the Gene+at 5ervlcee AAministration. i. Ndhfng aor�ined �n the toregainfl ahall be aon�trued tb require ast�blishment pf a�ystem of records in order to render in good fafth the certificstion requ't►ed by thia clausa. Fhe knovrledge and informetion of participprrt Is not required tp exceed that whiCh is normally poasetSsed by d prudent pereon in tt�e ordinnry courae of businese deaNng�. j, Except for tranaacNona authnrized ander paragraph f of tfiese insttuclions, if a particfpant In a covered transeotion knowingly entets into $ lower tiar covered trans�ctlon wiSh a persati wtw ia suspendad, det�aRed, ineligible, or voluntarity excluded from pssticipation in this traneaction, in addition to �iher r�medka �veilabk to the Federal Govemment, the depariment or agency mey t�rminata this transaction tar oause or defauft. ..,... CertiflcaHon itegarding CAeham�errt, Suspenslon. lnaligib's11ty and Voluntary Exctusion--Prim+�ry Covered Tr�nsactlons 1. the prospective prima►y pa�ticlparrt ceMiflea to the besi of ita 'rmowledge and belief, that it and 'Ra princlpata: a. Are not presently deharn�d, suapended, propased fo� dab�rment, declsred ineligibte, br volunta�ily excludud irom covered trans�ctiond by any Federal departrr�eM or age�cy; b. Have not wittiin � 3-yea.r petlod pracsding this praposal been cativi�ted af or hed a Ch�il }udg�ment tencfiered against them (a commi&sion ot irxud or a cnRynel ofronse in connection with otrtalning, attemptinp ta obhln, or peKaming n pupllc {Federal, 5tate ar local) t�ansactlon or cor�ttact unctet a publlC traneaclion; viol�tion of Federal or 5tate amitn�l statutes or eommissfan of embezzlement, theR, forgery, bribery, falsii►catlon or destructlon of recards, making fals� statsments, or receiving 9tolen property; c. Are not presantly indicted fa or atherwise crlminalty or civil�y charged by a govemmental en►Hy {Fe�ci�era►, Stste or locaa) with commis- sion of �ny of the ottenses enumerated i� parogcaph t t ot thfs certifica- tion; and d, Have rwt within e 3-year peripd preaeding thls applitt�- tion/propos�! had one or moro public transacilona (FeCerat, State o� Wcai) terminated for c�use ar detault. 2. Where the prospective primary participant is urt8ble to certity to eny of the atatementa in Ihis certlRcation, such praspecrive participant ahaA artaoh an explanation to this propoeal. ..... 2. Int�tructinns tar �ertification -1.awar Tier Covered i'ransaa- No�t: {Appllceb4e ta al! 5ubcont�Cts, pufChase orders and other tower tiqr transactiona of 325,000 or more • 49 CFR 29} a. By signing ar�d aubmitting thia pro}waa�, the prospective lower tler ia providin9 ihe certitication set au! belaw. Pag. a h. ihe certlficaUon in lhls ciousr b� mstsriel ropreapntaflan ot faCt upc�n which rellence we� placed whMn thi� troneacibn wae entened into. I( It Is I�ter de#ermined thet tha pr�pectiva lower tkr perttciper� knorAngty renCe»d an erroneoua cerriifcnUon, in addiilon to other remedlea evdil�bir to Ht� Fed�rai GaysmmsM, the depertmeM, or �ency with which thl� ttan�aGtioh originrt�d may pursUe avaH�bl� remedlee, includinp suspansbn lndtor del�rmeM. c. the pro.pectiw lov�r ttot pAtticipn� sshall provide immediate wtitten noti�s ta ttte person ta which this prapo�811s submittec! ii at any t(me the prospscthre lower tler participar�t kame Mat ita ceri(ficafion wae srroneous by rseaon of changed circumatancea. d. Tha tefms "covertd transmetlon," "debarred," "suspended," 'lneilgilola,,, '.primary cuvered transacflon," "petticip�nt," "peraon,,' "principal; "'proppEal," and "volu►da►Ity exCludnd;' es uaed in this clatt�, haw the meanings $et att In tha [}afinitforrs and Coverage secUons of ru�ea Implemenfing Execulive Order 12549. You may c�ntact the person !o whlch thts propoael is aubm�ted tor essistenceln obtaininp a Copy of thoae regul�tlons. �, Tha prosp�ctivo fcrivertier partici�ant agresa by sutxniiting ihls prcrpnaal that, should the prapoa�d covered tranaaction be sntered ir�to, ik shall not knawingiy enter Intp arn+ lawer tier covered tranaectio+i wfth � peraa� who is debarred, suspended, tleclared ineliglble, or voluntarily exGuded Irom particlpatian ln this cavered tranaactlan, unieas autha rtz�d by the department or �gertcyw#tri whict� lhis tranaactiot� originated. f. The praa�iactfve lovrer tkr participant luRhar agrees by aukxnittinp thia proposal thnt R will indude thi� c1�u�e titled "Cert�cation Repnrdin� �ebarment, Suspenebn, Ineilgibflity and Vdu�tary Excfuaien- LaNror Tlsr Cavered Tt�r►saCt{on;' wfthout modiRcation, fn ali luwer tier cowr�d tranaactiorn end In ail aolicitetions for lower tix coverad ttansectlona. g. A participe►� in a covered traneacilon may rely upon a cartiAcat}an oi a prespecthre partiolpant in e lovter tier oavered trmnsac- Hon that Is nnt d�barred, suepended, inellgible, or volun#arity excluded from the cavered t�anaaation, unlsas it ks�Uwa that the certiTicBtfot� is erron�nus. A pgrNclpgnt may decfde Me methad and iraquency t�y which it detem�inea 1he ellgil�iilty of ita principala. Each patficipant may, but ia not requfrad to, check thQ NanprocuromeM Llst. h. Nothing c�ntained In ttn �aragoln9 ahali ba conatrued to rqquira eatabllshm�rtt ot � syatem of recartta in a�de� ta rende� in pood fsdh ihe certiTiaaNnn requirod by tt�ls cfeuse, The knowiedge and iMormatiqn oi parti�ap�nt is not required to exceed that which is nvrmal�y pnsaessed by a prudent peraon in 1he orsllnsry caurse at buslness dealings. i. Excapt for t�ansactions authorized under paragraph e of these Instructlona, If a particlparrt In � c�rvered trar�sactfon kno+Mngly eM+�ra ir�to a lower 11er covered tr�naaction with r per¢on who ie auspended, dabaitted, ineligible, or vakuntarify �xciuded trom p�rticlp�ivrt in this ttene'�ct}an, In additlon tq ottM1' ft�rt�flea availabb ta tfie Faderal Gov�rnment, the departmen! ar arQency wnt� vfilcl� thb transaction origtnatecf iney pursue aivailebie remedie�, inciudlny auspenaion srxflor debannent. Cenitic�tloa Rasnrding Debam�ent, Suspenaion, Ineligibifity an6 Yolurnary Excivalon--Lower T�er Cove�ed Transactions: 1. the proapective lawer tiet particlpant certiliea, by submiaeion of thie propoaai, that neiiher it nor ita p�incipais ia presently debatred, s�sspended, propoaed far debermerrt, decfarad inNigible, o� voluntanly excluded from p�rtiGipaUon i� this hansactiori by any �edoral depart- ment or agency. 2. Where the prqapectiv� lvw�r tier participar�t ia unable to Certify to any of the statemenia in thia certificatlan, such praspecdva perticipant shafl attach an exylanatron to this propoaal. ..... Xlt. CERTIFi�AtiOf+l REGARDIN[i USE OF CONTRACT FUNOS F�R l,08BYINCi (A�plieahFe to all �ed�r�i-�Id canatruction contracls and to all reieted eubcontracts which exceed i10D,00d - 48 GFR 20) 1. Thb proapective psrtfcipt�nt cenipes, by 6ipning and suDm#tting this bid or propo�al, to the beat ot his ar her knowiedpe and bNlef, th�t: a, No � edetal appr�o{xieted tund� hwa bsan pak! or wiN be paid, by or on bet�lf af ttie undefslgned, to eny parsnn tcr �npuencing or attempttng to influence an o(f�cer or $mpk>yee of any Federai agency, a Member af Congroan, in oiticK or empbyes of Congroas, or an employee of a Ntember vi ConSrean in connection wrih Ihe awarding of any �ederal contracl, the meking of arry Feder�l grent, lha malnng of �ny Fede�eS IOan, the cntering Irrto oi any cooperatNe egreement, and the extension, continuation, renewe�, emendment, or mafificpti0rt of any Pedaral aoMract, grant, ben, a cooperative agreement. b. If anyfunds ottxr then FeGetat a�ppropnated funda have been paid ar wi11 kre paki to any peraon f8r influencing or attempiing ta Infiuertce an offlc�r or empinyee of any Feder�l agency, a Member of Congreea, an otticer ar employee of Congresa, ar an empbyee of a MemOer oi Gongre�ss in connaction with this Federal contract, grant, loan, ar cooperative agreemtnt, the underslgned shal4 oompi�t� and s�Omit Standard �orm•LLL, "Disc4asure �orm to Report L.obbying," in accordsnce with Na in�stntclion6. 2. Thls certificatian i� a materiai representation of fact upan which reliance waa ptacad Hfian this trensaction wss made or entered into Submisaion of th{s certitlaatwn is a presequ'tsRe for making or e�e�ing into thin tran9actian imposeQ by 31 U.S.C. 1352. Any petson who fails td flle tAe required CeAiflCetion sh811 be subject ta a civll penaity of not teae than;l Q,000 and not more than 5104,000 Iw each such failure. 3 The prespeciive participant alao agroes by eubmitting his or her bid or prapnaal that he or ahe shali requira that the language ol tfiia certiflcation be included in all lovver tier subcontracts, which axceed �r10C},f100 and tnat atl such reclplettta shaH cettify and dracloae accord- ingry. P�Q� 9 ArTACHMENT A- EMPLOYMEN7 P1rtEF�liEl�fCE l�OR APPAI.,ACHlAN CONTW4CT3 (Applicadla to Appaiachisn contracte ony,) 1. Quring the perfo�m�nce of lhi� coniroct, !he cantractor undert�king to do work which ie, or reaaqnab#y m�r be, tlone as on-site w+ork, �hal1 give preferenee to qualiTred persens wha regWeriy roekte in the �abor area as designated Dy i�e DOL wtterein ttte contr�ct work (s siivated, or ihe subregran, or iM Appai�chien Countlea of the State wharein the coMract work fe situeted, �eacCept: a. Tv the ea�ent that 4unli�ed persons reguiary rasiding fn the area are not available. b. For the reasonable needd v� the Contractor ro empby supervisory or specialy exp�rlencecl perso�rnel nec�ary ta asaure an efficie�t executiwn of ihe contcact work. a For ihe obtigatio� of tt►e oontractar ta otter empioyment to preserit or farmer emptoyree� as the resu� af a tawful collec.tive eargaln- ing ca�tract, provided Ihat the number oi na�reaider�t peraona employed under this subparagraph 1c ahatt not eXc�ec! 20 peresr�t oi tht total number of emptayeea emp{oy+ad by !he Co�fractor on ths contract work, except as provkWd in eubpara9rerph 4 befow. 2. The oantractor shaN glace a]ots ord�r with ih� State Emp4oyment Servlce indicating (a) the ofaaeificaitions ot tha Iebore►a, mechanics and ather employee� required tn pattorm ihs cattr�ct work, {b} tF� number ot empbyeaa requi�ed in aech clas�iRcatian, (c) the dgte on which ha estimatea such employeea will be ryqu+red, ane (d) any dhar peAinent IntormaUon required by the State Employtnent Servfes to oompkt� the �ob ader farm. The job order may be placed with ths Slate Employment Service in writing or by telephotte. II during the courae of th+e carmact wortc, the information suhmitted hy the oorrtracte� in the original jab order is substaMially maiified, t�e shall promptly natify khe State EmpMyment Service. 3. The contractor ahall give lull coneid�ratiun to all qualified �oe applicants rafarred to him by the Stai* £mpibym�rtt Servlce Thr aontl'fiCtot ie not raquired te grant empFayment to any job applicants who, in his opinion, ar� not queti(led to perfarm the classificatian ol work requi�ed. 4. If, within 1 week roilowing the placrng ot a jvb order by the cnnt►actor wiln the St�te Emp{ayment Service, the Stete Employmerrt 5ervice is un�bl+� ta refer any q�alified j�b applicants to tha contractor, or teaa than the number reque�ted, the State Employment 5ervice wiil ivrward a certfl{cate ta the contractor indicating the unavaitabHity of applicanta. SWch ceHlflaats shall be made a part af the coMractor's permeneFtt pFo}eCt recot'da. Upotti receipt ot this certificate, the conttectqr msy empWy peraone who da �ot normaily re6ide In the Ipbw aree ta fli! posRiona covered hy the cectMcete, notwfth�tartding the proviaions of subparagtaph 1 e ahave. 5. The twttractor ehall in�lude the provit�ior►s ai Sectlona 1 through 4 oi thfa Rttachment A In every subcoMrect for w+ork wh{ch is, or reaaa�at�Iy m,ry b�, done a� o�t-site work. Pay� 10 TxDOT Specifications List CSJ: 0902 48 825 Page 1 of 3 Texas Department of Transportation Governing Specifications and Special Provisions All Specifications and Special Provisions Applicable to this project are identified as follows: Standard Specifications: Adopted by the Texas Department of Transportation, June 1, 2004. Standat•d Specifications ar•e incorporated into the contract by reference: required contract provisions for all federal- aid construction contracts (Form FHWA 1273 March 1994). Standard Specifications: Item 1 Thru 9 Incl., General Requirements and Covenants Item 100 Preparing Rigl�t of Way (103) Item 104 Item 105 Item 110 Item 112 Item 132 Item 160 Item 247 Item 340 Item 360 Item 416 Item 496 Item 500 Item 502 Item 506 Item 528 Item 529 Item 530 Item 531 Item 616 Item 617 Item 618 Item 620 Item 624 Item 628 Item 644 Item 666 Item 672 Removing Concrete Removing Stabilized Base and Asphalt Pavement Excavation (132) Subgrade Widening (132) (204) Embankment (100) (204) (210) (216) (400) Topsoil Flexible Base Dense-Graded Hot-Mix Asphalt (Method) (210) (300) (301) (320) (520) (585) Concrete Pavement (300) (420) (421) (438) (440) (529) (585) Drill Shaft Foundations (420) (421) (440) (448) Removing Structures Mobilization Barricades, Signs, and Traffic Handling Temporary Erosion, Sedimentation, and Environmental Controls Colored Textured Concrete and Landscape Pavers (132) (247) (420) (421) (440) Concrete Curb and Gutter (360) (420) (421) (440) Intersections, Driveways and Turnouts (247) (260) (263) (275) (276) (292) (316) (330) (334) (340) (360) (421) (440) Sidewalks (104) (360) (420) (421) (440) (530) Performance Testing of Lighting Systems (618) (620) (622) Temporary Roadway Illumination (416) (610) (613) (614) (618) (620) (612) (622) (624) (627) (628) Conduit (400) (445) (476) (622) Electrical Condtictors Ground Boxes (421) (440) Electrical Services (441) (445) (449) (618) (620) (627) (656) Small Roadside Sign Supports and Assemblies (421) (440) (441) (442) (445) (634) (636) (643) (656) Reflectorized Pavement Markings (316) (318) (662) (677) (678) Raised Pavement Markers (677) (678) � TxDOT Specifications List CSJ: 0902 48 825 Page 2 of 3 Item 685 Roadside Flashing Beacon Assemblies (441) (442) (445) (449) (656) (687) (4003) Item 690 Maintenance of Traffic Signals — Trenching (416) (421) (476) (610) (618) (620) (622) (624) (625) (627) (628) (634) (636) (656) (680) (682) (684) (685) (686) (687) (688) S�ecial Provisions: 000---003 000---004 111 11. 000---009 000---011 000---1483 000---1676 000---1966 000---2329 000---2332 001---015 002---017 003---033 004---017 005---004 006---030 007---918 008---119 009---009 009---015 100---002 161---006 247---033 275---003 260---003 300---039 316---016 318---010 330---001 340---003 360---003 416---001 420---002 421---03 5 440---006 441---007 Notice to All Bidders Notice of Requirement for Af�rmative Action to Ensure Equal Employment Opportunity (Executive Order ll246) Standard federal Equal Employment Opportunity Construction Contract Specifications (EYecutive Order 11246) Certification of Nondiscrimination in Employment Department Division Mailing and Physical Addresses Notice of Changes to U.S. Department of Labor Required Payroll Information On-the-Job Training Program Disadvantaged Business Enterprise in Federal Aid Contracts Partnering Schedule of Liquidated Damages Definition of Terms Instructions to Bidders Awat•d and Execution of Contract Scope of Work Control of the Worlc Control of Materials Legal Relations and Responsibilities Prosecution and Progress Measurement and Payment Measurement and Payment Preparing Right of Way Compost FleYible Base Cement Treatment (Road-Mixed) Lime Treatment (Road-MiYed) Asphalt, Oils, and Emulsions Surface Treatments Hot Asphalt-Rubber Surface Treatments Limestone Rock Asphalt Pavement Dense-Graded Hot-MiY Asphalt (Method) Concrete Pavement Drilled Shaft Foundations Concrete Structures Hydraulic Cement Concrete Reinforcing Steel Steel Structures 2 TxDOT Specifications List CSJ: 0902 48 825 Page 3 of 3 442---016 448---002 476---003 500---005 502---033 506---010 613---002 617---003 610---010 624---014 628---003 63 6---014 643---001 672---034 682---001 685---014 687---004 Metalfor Structures Structural Field Welding Jacicing, Boring, or Tunneling Pipe or Box Mobilization Barricades, Signs, and Traffic Handling Temporary Erosion, Sedimentation, and Environmental Conh•ols High Mast Illumination Poles Temporary Roadway Illumination Roadway Illumination Assemblies Ground Boxes Electrical Services Aluminum Signs Sign Identification Decals Raised Pavement Markers Vehicle and Pedestrian Signal Heads Roadside Flashing Beacon Assemblies Pedestal Pole Assemblies Special Specifications: 2023 5914 5049 8855 8700 8862 8863 Chemical Stain for Concrete Adjust Utility Boxes, Vaults, and Manholes Biodegradable Erosion Control Logs Aluminum Conductors Solar Powered Driver Feedbacic Speed Sign Assembly Roadway Lighting Assemblies Install Decorative Pole Lighting Assembly USDOT Special Provisions Required Contract Provisions Federal-Aid Construction Contracts (FHWA-1273)-March 10, 1994 3 2004 Specifications SPECIAL SPECIFICATION �1►Z�[cj Chemical Stain for Concrete 1. Description. Finish existing concrete surface with chemical stain 2. General. A. SUBMITTALS CSJ 0902-48-825 & 0902-48-826 1. Product Data: Manufacturer's technical data sheets and installation instructions for each product specified. 2. Samples for Initial Selection or Custom Color Samples Provided by Manufacturer per Specifier's Requirements: Manufacturer's color charts showing full range of colors available. 3. Qualification Data: For firms indicated in "Quality Assurance" Article, including lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. 4. 3' x 3' mock up panel of each color for approval. B. QUALITY ASSURANCE ' 1. Installer Qualifications: Minimum 3 years experience in staining applications and successfully completed not less than 3 projects comparable in scale and complexity. 2. Regulatory Requirements: a. Products shall comply with the United States Clean Air Act for maximum Volatile Organic Compound (VOC) content as specified in PART 2 of this section. 3. Source Limitations: Obtain each specified material from same source and maintain high degree of consistency in workmanship throughout Project. 4. Mocicups a. Prepare mocicup 3 by 3 feet for review and approval. b. Construct mockup using processes and techniques intended for use on permanent work, including curing procedures. Include samples of control, construction, and expansion joints in mocicup panels. c. Mockups shall be stained and sealed by the individual workers who will actually be performing the work for the Project. d. Obtain written approval of the mockup from Engineer before start of worlc. e. Retain approved mockup through completion of the Work for use as a quality standard for finished work. 1-5 2023 06-12 C. DELIVERY, STORAGE AND HANDLING 1. Deliver the specified products in original, unopened containers with legible manufacturer's identification and information. 2. Store specified products in conditions recommended by the manufacturer. D. PROJECT CONDITIONS 1. Environmental Conditions: Maintain an ambient temperature of between 50° and 90°F during application and at least 48 hours after application. 2. Protection: Precautions shall be talcen to avoid damage or contamination of any surfaces near the worlc zone. Protect completed stain work from moisture or contamination. E. PRE-JOB CONFERENCE 1. One weelc prior to the placement of Water-based Reactive Stain a meeting will be held to discuss the project and application of materials. 2. It is suggested that the Engineer, General Contractor, Subcontractor and a Manufacturer Representative to be present. 3. Materials. A. Chemical Stains: LITHOCHROME" ChemstainTM; L.M. SCOFIELD COMPANY, reactive water-based solution of inetallic salts which react with the calcium hydroxide in the cured concrete substrate to produce a permanent, variegated or translucent color effects, or approved equal. 1. Colors: Provide the following colors: a. Color 1: CS 2 Padre Brown. b. Color 2: CS-12 Weathered Bronze c. Color 3: CS-14 Darlc Walnut B. Sealers: 1. Sealer: SCOFIELDOO Selectseal-WTM Gloss; L.M. SCOFIELD COMPANY, a clear curing and sealing compound for protecting chemically stained concrete hardscapes, or approved equal. Contractor shall provide manufacturer's technical data sheets, installation instructions and Material Safety Data Sheets (MSDS) for each product used. 4. Equipment Contractor shall furnish tools and equipment recommended by the manufacturer. 2-5 2023 06-12 5. Worlc Methods. A. EXAMINATION 1. Verification of Conditions: Contractor sha11 examine areas and conditions under which worlc will be performed and identify conditions detrimental to proper and timely completion of work. Do not proceed until unsatisfactory conditions have been �� corrected. 2. Compliance with Manufacturer's instructions: Contractor shall obtain, understand and comply with the current versions of the manufacturer's technical data sheets and installation instructions. a. Contractor must submit any technical data such as preparation or instillation ' instructions that differs from language in this specification or Manufacturer specifications. • •• •••• •►1 ' �- 1. New Concrete: a. Newly placed concrete shall be sufficiently cured to allow concrete to become reactive, minimum 14 days. b. If any of the following colors are used, the minimum cure time to the concrete shall be 30 to 60 days to meet water vapor transmission requirements: a. Copper Patina b. Fern Green c. Weathered Bronze c. Do not use liquid curing materials. Cure concrete flatwork with new, unwrinkled, non-staining, high quality curing paper. Do not overlap curing paper. d. Surfaces shall be cured using the same method and different sections (pours) chemically stained when the concrete is the same age. e. Immediately prior to chemically staining, thoroughly clean the concrete. Sweep surfaces, then pressure wash or scrub using a rotaiy floor machine. Use suitable, high-quality commercial detergents to facilitate cleaning. Rinse surfaces after cleaning until rinse water is completely clean. Allow floor to dry completely prior to application of floor stain. 2. Existing Concrete: a. Clean concrete surfaces so that surfaces are completely penetrable before receiving the initial application of chemical stain. Test surfaces to receive stain by spotting with water. Water should immediately darken the substrate and be readily absorbed. If water beads and does not penetrate or only penetrates in some ai•eas, additional surface preparation and testing shall be performed. b. Cleaning method used depends on the condition of the concrete surface. To remove dirt and other contaminates, detergents and other commercial grade cleaners should be considered and tested. �` c. Rinse concrete substrates until rinse water is completely clean. � d. Acid washing may also be required. (Refer to New Concrete Preparation.) � ' `' 3-5 2023 06-12 3. Scoring: Score decorative jointing in concrete surfaces 1/8-inch (3.2 mm) deep with diamond blades. Rinse until water is completely clean. C. APPLICATION OF WATER-BASED REACTIVE STA1N 1. Concrete surfaces shall be diy and properly prepared as described above. Protect sunounding areas from over-spray, run-off and tracking. Divide surfaces into small worlc sections using wall, joint lines, or other stationaiy brealcs as natural stopping points. 2. Apply chemical stains full strength (undiluted) at the coverage rate recommended by the manufacturer and use application equipment described in the manufacturer's printed technical literature. The color of the liquid chemical stain has no resemblance to the final color produced on the concrete substrate. 3. Chemical stains normally fizz when reacting with the concrete. If fizzing does not occur, the stain has not been adequately prepared or the concrete pH level is too low. If this should happen, contact the manufacturer for further recommendations.. 4. Transfer chemical stain to the substrate by brush or spray and immediate scrub into surface. 5. Reaction time depends on wind conditions, temperatures, and humidity levels. 6. When multiple coats of one or more colors are required, washing and drying between colors is desirable to evaluate the color prior to the next coat. 7. After the final coat of chemical stain has remained on the surface for a minimum of four hours, remove all residues by wet scrubbing with commercial grade detergent. Rinse surfaces after scrubbing until rinse water is completely clean. Run off may stain the adjacent surfaces or harm plants. Collect all water by wet vacuuming or absorbing with inert material. D. APPLICATION OF SEALER 1. Concrete substrate shall be completely dry. 2. Sealer shall be produced by the water-based reactive stain manufacturer. 3. Test surface for proper pH level prior to applying sealer. 4. Apply sealer according to manufacturer's written instructions at a rate of 300 to 500 square feet per gallon per coat. Two coats are required. 5. Maintain a wet edge at all times. 6. Allow sealer to completely dry before applying additional coats. 7. Apply second coat of sealer at 90° to the direction of the first coat using the same application method and rates. 8. Seal horizontal joints in areas subject to pedestrian or vehicular traffic. E. PROTECTION 1. Protect floor from traffic for at least 72 hours after iinal application of sealer. 4-5 2023 06-12 6. Measurement. Chemical Stain for Concrete will be measured by the square yard. This is a plans quantity measurement Item. The quantity to be paid is the quantity shown in the proposal. Additional measurements or calculations will be made if adjustments of quantities are required. 7. Payment. The worlc performed and supplies furnished in accordance with this Item and ' measured as provided under "Measurement" will be paid for at the unit price bid for "Chemical Stain for Concrete." This price is full compensation for furnishing equipment, supplies, and labor for preparation of concrete surfaces, application of concrete stain, rinsing after application, containment and disposal of un-reacted residue, and incidentals necessary to complete the work as provided under "Worlc Methods." 5-5 2023 06-12 2004 Specifications SPECIAL SPECIFICATION �IZ�� Biodegradable Erosion Control Logs l. Description. Furnish, install, maintain, and remove biodegradable erosion control logs as shown on the plans or as directed. 2. Materials. A. Core Material. Furnish core material that is biodegradable or recyclable. Except where specifically called out in plans, material may be compost, mulch, aspen excelsior wood fibers, chipped site vegetation, agricultural rice or wheat straw, coconut fiber, 100% recyclable fibers, or any other acceptable material. No more than 5% of the material is permitted to escape from the containment mesh. Furnish compost, meeting the requirements of Item 161, "Compost." B. Containment Mesh. Furnish containment mesh that is 100% biodegradable, photodegradable or recyclable such as burlap, twine, UV photodegradable plastic, polyester, or any other acceptable material. Furnish biodegradable or photodegradable containment mesh when log will remain in place as part of a vegetative system. ii. Furnish recyclable containment mesh for temporary installations. C. Size. Furnish biodegradable erosion control logs with diameters shown on the plans or as directed. Stuff containment mesh densely so logs do not deform. 3. Construction. Install biodegradable erosion control logs near the downstream perimeter of a disturbed area to intercept sediment from sheet flow. Incorporate the biodegradable erosion control logs into the erosion control measures used to control sediment in areas of higher flow. Install, align, and locate the biodegradable erosion control logs as specified below, as shown on the plans, or as directed. A. Anchoring. Secure biodegradable erosion control logs in a method adequate to prevent displacement as a result of normal rain events and to the satisfaction of the Engineer and such that flow is not allowed under the logs. B. Maintenance. Inspect and maintain the biodegradable erosion control logs in good condition (including staking, anchoring, etc.). Maintain the integrity of the control, including keeping the biodegradable erosion control logs free of accumulated silt, debris, etc., until permanent erosion control features are in place, or the disturbed area has been adequately stabilized. Perform in accordance with Section 506.4.C, "Installation, Maintenance and Removal Work." Stabilize the areas damaged by the removal process using appropriate methods as approved. 1-2 5049 1-OS Repair or replace damaged biodegradable erosion control logs as required and as directed. Temporarily remove and replace biodegradable erosion control logs as required to facilitate work. Remove sediment and debris when accumulation affects the performance of the devices, after a rain, and when directed. Dispose of sediment and debris at an approved site in a manner that will not contribute to additional siltation. C. Removal. Remove biodegradable erosion control logs when directed. 4. Measurement. This Item will be measured by the linear foot along the centerline of the top of the control logs. 5. Payment. The worlc perfoimed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Biodegradable Erosion Control Logs," of the size specified. This price is full compensation for furnishing, placing, maintaining, temporarily removing and replacing as required to facilitate construction operations, and removing of the biodegradable erosion control logs and for all other materials, labor, tools, equipment, and incidentals. Removing accumulated sediment deposits, as described under "Maintenance," will be measured and paid for under Item 506, "Temporary Erosion, Sedimentation, and Environmental Controls." Stabilization (as described under "Maintenance") will be measured and paid for under the various pertinent bid items. 2-2 5049 1-OS 2004 Specifications CSJ's 0902-48-536, 0902-48-682, 0902-48-829, & 0902-48-825. SPECIAL SPECIFICATION 5914 Adjust Utility Boxes, Vaults, and Manholes 1. Description. This Item shall govern for the furnishing of all equipment, labor and materials for adjusting or replacing the utility boxes, vaults, and manholes that lie within the project limits. This Item shall also govern for furnishing necessary permits, testing if necessary, and inspection of the completed adjustments or replacements needed. The Contractor shall contact the following at least 48 hours prior to beginning work: FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 FORT WORTH T&PW (817) 871-8100 AT&T 1-800-878-8711 ATMOS ENERGY (817) 215-4366 ONCOR GAS & ELECTRIC (817) 215-6214 TXU ENERGY 1-800-233-2133 SBC TELEPHONE (817) 338-6819 CHARTER COMM. (817) 509-6272 EXT. 3363 ALL OTHER FACILITIES 1-800-DIG-TESS 2. Materials. Each appurtenance shall be installed using the materials designated in the plans and in the details for each particular system. All materials utilized in the performance of this work shall adhere to the requirements of the City of Ft. Worth Standard Specifications or required by the utility companies. 3. Construction. The Contractor shall perform the work in such a manner consistent with applicable City of Ft. Worth Standard Specifications or required by the utility companies. 4. Measurement. This Item will be measured as each Utility box, vault, or manhole adjusted to grade. 5. Payment. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit prices bid for "Adjust Existing Utility Boxes, Vaults and Manholes to Grade". These prices shall be full compensation for furnishing all labor, tools, equipment and incidentals necessary to satisfactorily complete the work as detailed on the plans. Excavation and backfill will not be measured for payment, but will be considered subsidiary to the various bid items. 1-1 5914 09-11 2004 Specifications CSJ 0291-03-059 & 0902-48-825 SPECIAL SPECIFICATION 8700 Solar Powered Driver Feedback Speed Sign Assembly 1. Description. This Item will govern for the furnishing and installing of a Solar Powered Driver Feedback Speed Sign Assembly. The Driver Feedbacic Speed Sign (DFSS) is a dynamic numeric sign that gives motorists real time feedback as to their vehicle's speed via radar speed detection. 2. Materials. (A) DFSS Display , (1) Furnish displays that flash the LEDs, when the detected vehicle speed exceed the posted speed. The display shall be selectable and capable of displaying "Your Speed" or "Slow Down" in two lines of 4 in. high letters(Min). Furnish yellow numeric displays that utilize replaceable modules, capable of displaying the approaching vehicle speed. The sign back ground shall be blacic. Numeric speed display characters shall be 10 inches in height.(Min) Supply either a clear or a tinted UV-stabilized acrylic on the DFSS Display non-reflective surface. (2) Provide LEDs that have 1.4 candela luminous intensity and 22 degrees viewing angle. The lighting system will be controlled automatically by a photocell, utilizing pulse width modulation. This system adjusts the lighting intensity, for daytime, nighttime and adverse weather conditions. (3) Furnish (DFSS) signs that have fluorescent yellow reflective pixels and have a viewing angle of at least 160° in daylight. At night, when measured at 1.0° observation in accordance with ASTM E 810, the pixels will have a minimum viewing angle of 30° and a minimum Coefficient of Retroreflection of 8.0 cd/1�m2 at 45° entrance. (4) Provide display pixels that are impregnated with Poly Tetra Fluoroethylene (PTFE). The self-lubricating, PTFE impregnated bearing will have a Mean Time Before Failure (MTBF) of 300 million cycles @ 4 Hz, which equates to 200,000 hours (typical message cycle of 3 seconds, 2 seconds ON; 1 second OFF/CHANGE). (B) Solar Generator / Photovoltaic Modules / Power / Battery / Wiring / Housing The system shall be capable of operating the unit without the aid of recharging from an external power source. 1-5 8700 11-11 Solar Generator. The Driver Feedback Speed Sign Assembly shall be sized for 24/7/365 solar operation. Size the system solar generator to provide an array-to-load ratio of 1:1 or greater. Provide a system-average state of charge 90% or greater throughout the entire year. The system-loss of-load probability must remain 0% throughout the entire year. Provide a system-sizing report detailing the pliotovoltaic ai7•ay, battery banlc, array-to- lo�d ratio analysis, system availability analysis, batteiy state-of-charge repar•t, battery depth of clischaxge, for the County of Texas noted in the plans.. Photovoltaic Modules. The photovoltaic (PV) module rnust provide 12V DC and be capable of recharging the system to full capacity in 3 hr. t 0.5 hr. during optimum sun conditions. Supply industrial-grade, polyclystalline-type solar modules. Consumer grade modules are not acceptable. Solar inodules must have a power output i•ating of ± 5% or better. Ensure PV modules are available to the Department in a graduated product line from 40to 120Wper module. Each solar module .regardless of w�ttage must share common mounting holes for mountings so that a single mounting structure that will accommodate the entue module line. Incorporate a 6-in.square polycrystalline cell and at least 2 bypass diodes installed at the factoiy into each solar module. Construct PV module with a low-iron tempered glass surface and an industrial grade anodized aluminum frarne that completely surrounds and seals tlie module laminate. Ensure construction is consistent with the demands of ulstallation near humid salt air environinents. Provide an ultraviolet resistant, weather proof junction box providing wire termination for up to No. 8 AWG wiring with the PV module. Design and construct the photovoltaic module mounting assembly of galvanized steel (ASTM A-153 Class A) or aluminum. The mounting assembly must provide a means of securely attaching the PV module frame to a pole ranging from a minimum 2.875 inch outside diameter steel or aluminum pole at a permanent angle of 45 degrees to 50 degrees. Provide at stainless steel bolts, lock washers, and hex head nuts with the mounting assembly to secure the PV module to the frame. Provide a mounting assembly capable of 360 degree horizontal orientation with a means of locicing the bracicet at an angular position about the pole. The PV wiring harness must not exceed 2% total voltage drop between the PV solar module and the charge control circuit. Battery. Provide group-27ge1 batteries specified in the system sizing report. Use valve- regulated, gelled-electrolyte batteries rated for a minimum of 2000 cycles with 10% capacity withdraw. Provide 12 V DC batteries. Use lead-calcium for the plate alloy. Use a T881-type terminal element post designed for 1/4-in. bolt termination. Use a polypropylene container or cover. The gelled electrolyte must contain sulfuric acid, fiimed silica, pure de-mineralized and de-ionized water, and a phosphoric-acid additive. Provide a spill-proof gel cell battery to allow installation in any position. Size the batteries to allow 12 days autonomy. Depth of Discharge (DOD) for the system must not exceed 80%. 2-5 8700 11-11 Provide an on-board, solid state charge-control unit to ensure proper charging on the system battery bank. Incorporate a blocking diode for reverse-cunent protection of the charging circuit. Provide an LED or LCD to indicate solar-panel charging. Provide a user-adjustable low-voltage disconnect circuit in the controller. This circuit must disconnect the battery bank when the battery voltage reaches a voltage deemed critical by the manufacturer of the batteries. Provide an LED indication for the low- voltage disconnect circuit. Wiring. Supply a colored-coded wiring harness. Use connectors to terminate the harness wiring to all components of the assembly. Supply male and female connectors for each harness. Use housing chassis tie-downs on the wiring harness's and protect with spiral tubing. Provide a total voltage drop no greater than S% of any branch of the wiring harness. Housing. Provide a cast-aluminum housing or aluminum housing with a minimum thickness of 1/8 inch. Size the housing to provide adequate space for the control electronics, radar unit, and the required number of batteries. Install rubber mats in the bottom of the housing. Provide a gasket between the door and housing. Supply a stainless- steel door hinge and a stainless-steel hinge pin. Spot weld the hinge pin at the top of the hinge. Weather proof the housing to prevent the entry of water. Seal un- welded seams with a clear or aluminum colored weather-seal compound. Provide vent openings in the housing to allow adequate convection cooling of the electronic component and prevention of accumulation of gasses. Design and locate vents to prevent the entry of water. Screen the vents to minimize the infiltration of dust and insects. Screen material must have openings no larger than 0.0125 square inches. Provide a lock with a metal keyhole cover as an integral part of each door. Provide three (3) keys with each unit. Provide tamper-resistant exposed hardware including screws, bolts, rivets, hubs, etc. Provide two (2) 3/4 inch stainless steel brackets for strap- type mounting to a pole ranging from a minimum 2.875 inch outside diameter steel or aluminum pole. The housing shall have a back panel inside the housing. Mount wiring and accessory equipment on the back panel. Equip the housing with a barrier terminal block with double (8-32x 5/16 inch) binder head screws terminals or larger. (C) DFSS Controller (1) Furnish a radar controller that is FCC compliant K band radar microwave vehicle detector integrated in the sign. with a factory preset range of 600 feet. Speed range of at � least 5 to 99 miles per hour. 12 degree bean accuracy +/-1 unit of ineasure. The unit i shall be field replaceable. The radar generated speed shall be displayed on the DFSS sign. The radar controller shall be able to be field calibi•ated. The trigger speed shall be adjustable from the DFSS control 3-5 8700 11-11 (2) The controller must incorporate automatic luminosity control to suit ambient light conditions. Calibrate the night-dim level to reduce the power of the LED Lamps when the ambient light levels are five (5) foot-candles or less. (3) Furnish controllers that are capable of providing local control of the unit. The local control will be a lockable, vandal resistant. The controller shall provide: on/off toggle control of the sign, and a changeable message that reads: "Your Speed" or "Slow Down" which shall be toggle switchable or lceypad adjustable. (4) Supply a solid-state flasher, that operates on 12 V DC with no electro-mechanical devices. The solid-state flasher must provide a flash rate in accordance with the Texas MUTCD standards. (5) Covert Mode / Data Logging. The DFSS Controller shall be capable of working in covert mode to obtain speed data while the display remains blanlc. The DFSS controller shall be equipped with data logging collection. The log shall tracic the date, time, speed of vehicles and store the data on a standard SD Card that is capable of being opened by Microsoft Excel. Other file formats or Bluetooth communication upon approval of the project engineer. Shop Drawings. Shop drawings and product documentation shall be submitted to the project engineer prior to ordering materials and equipment. The project engineer will review the submittal and notify the contractor of the project engineer comments concerning the shop drawings. 3. Documentation Requirements. Supply two (2) copies of the following documentation with each solar-powered flashing assembly: complete and accurate schematic diagrams, complete parts list, including names of vendors for parts not identiiied by universal part numbers, full report on system analysis, including all manufacturing supporting documentation, complete user's manual for the system. 4. Construction. Install DFSS unit, flashing beacon assemblies, sign and solar powered panel assembly as shown on the plans, or as directed. 5. Measurement. This Item will be measured by each complete system which includes but is not limited to all DFSS Control equipment, DFSS flashing display assemblies, and solar powered panel assembly; furnished, installed, malce fully operational, and tested in accordance with these specifications. 6. Warranty. All equipment must have no less than 95% of the manufacturer's standard warranty remaining on the clate that the contractor submits equipment invoices for payment. The Department will not accept any eqliipment with less than 95% of its wan�anty reinaining. Provide tivarranties in accordance witli the following table, "Required Warranties": 4-5 8700 11-11 I2EQUIRED WARRANTIES Item Wananty (Type & Time Period) Photovoltaic Module Limited —10 years Batteries Prorated — 5 years Display Unit Limited — 5 years Radar Unit Limited — 5 years All other Equipment Limited — 3 years 7. Payment. The worlc performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Driver Feedback Speed Sign Assembly (solar)" each. This price will be full compensation for furnishing, fabricating, galvanizing, assembling, and erecting the roadside DFSS Control Unit, DFSS Sign Assembly, and solar powered panel assemblies; break-away sign foundation and pole per the plans, furnishing bolts, nuts, washers, and templates; controllers; all material testing and equipment; and equipment hardware; operational software package(s); supplies; support; personnel training; shop drawings; documentation; incidental materials, and for all tools and labor. 5-5 8700 11-11 2004 Specifications CSJ 0902-48-825 & 0902-48-826 SPECIAL SPECIFICATION .. . Aluminum Conductors l. Description. Furnish and install Aluminum conductors where indicated on plans. 2. Materials. Provide new materials that comply with the details shown on the plans, the NEC, and the requirements of this Item. Manufacturer will meet or exceed all applicable ASTM specifications, UL Standard 44 (for RHW-2 and XHHW-2), Federal Specification A-A-59544 and requirements of the National electrical Code. 3. Construction Methods. Perform work in accordance with the details shown on the plans and the requirements of this Item. Conductors will be compact, multi-strand, aluminum alloy with abrasion, moisture and heat —resistant cross-linked polyethylene insulation. Outer surface of conductor insulation will be marked with conductor identification, including conductor size and type. Use XHHW-2 conductors for all feeders and branch circuits on project, except use RHW-2 where potential exposure to very high temperatures exists, such as in exposed conduit within tunnel that would be subject to fire resulting from vehicle crash. 4. Measurement. This Item will be measured by the foot of each single conductor. This is a plans quantity measurement Item. The quantity to be paid is the quantity shown in the proposal, unless modified by Article 9.2, "Plans Quantity Measurement." Additional measurements or calculations will be made if adjustments of quantities are required. 5. Payment. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Aluminum Conductors" of the types and sizes specified. This price is full compensation for furnishing, and installing conductors and for equipment, labor, tools, and incidentals. 1-1 8855 02-12 2004 Specifications SPECIAL SPECIFICATION .. .. Roadway Lighting Assemblies CSJ: 0902 48 825 1. Description. Install light poles, arms, and anchor bolts for Roadway Lighting Assembly (Type B), to be furnished by the City of Fort Worth. Furnish and install fixtures and lamps for Roadway Lighting Assembly (Type B). The term "Roadway Lighting Assemblies" as used herein shall constitute the complete assemblage of poles, parts, iixtures, equipment and miscellaneous components, erected as shown on the plans and in accordance with these specifications forming a complete and independent lighting unit. 2. Materials. All materials furnished by the Contractor shall be new, UL-listed, meet NEMA, NEC, and AASHTO. All materials and construction methods shall be in accordance with the details shown on the p1ans, the requirements of this Item and the pertinent requirements of the following Items: • Item 441, "Steel Structures" • Item 442, "Metal for Structures" • Item 449, "Anchor Bolts" • Item 616, "Performance Testing of Lighting Systems" • Item 8855 "Aluminum Conductors" A. The contractor is responsible for furnishing and installing the following materials: a. Lamps- Provide a 150 watt pulse start metal halide lamp. b. Fixture — Provide cobrahead style luminaire, as specified on plans, shall have rugged die-cast aluminum housing, four-bolt mounting, anodized aluminum reflectors for roadway type III cutoff distribution, and a flat glass lens. Provide fixture with a high power factor 120/240 multi-volt ballast with starting temperatures of -20 degrees Fahrenheit. Finish shall be blacic. Ensure that the fixture is compatible with the luminaire arm to be provided by the city. B. The contractor is responsible for installing the following materials which shall be furnished by the City of Fort Worth: Pole, arm, and anchor bolts as shown on the plans. 3. Worlc Methods. Lighting assemblies shall be fabricated and installed in accordance with this specification and the details and dimensions shown on the plans or approved in writing by the Engineer. Stake, install, and align each lighting assembly as shown on the plans. The Department may shift the location, if necessary, to secure a more desirable location or to avoid conflict with utilities. 1-2 8862 04-12 Install anchor bolts in accordance with Item 449, "Anchor Bolts." Erect structures after foundation concrete has attained its design strength as required on the plans and Item 421, "Hydraulic Cement Concrete." Erection of the poles and luminaires located near any overhead or underground utilities shall be accomplished using established industry and utility safety practices. The Contractor shall consult with the appropriate utility company prior to beginning such work. The careful erection and aligning of the lighting assemblies shall be considered an essential feature of the installation of lighting assemblies. Prevent scarring or marring of the lighting assemblies. Replace damaged components. Paint and coating repairs shall be made in accordance with the manufacturer's recommendations to the satisfaction of the Engineer. Test installed Roadway Lighting Assembly in accordance with Item 616, "Performance Testing of Lighting Systems." 4. Measurement. This Item will be measured by each "Road�vay Lighting Assembly" instalied, including furnishing and installing fixture and lamp. 5. Payment. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Roadway Lighting Assembly (Type B)." This price is full compensation for installing poles, aims, and anchor bolts, and furnishing and installing lamps, luminaires, internal conductors, and connections; testing luminaires; system performance testing; and equipment, labor, tools, and incidentals. 2-2 8862 04-12 2004 Specifications SPECIAL SPECIFICATION .. .. Install Decorative Pole Lighting Assembly CSJ 0902-48-825 1. Description. Install light poles, anchor bolts, arms, and luminaires for Decorative Pole Lighting Assembly (Type A), to be furnished by the City of Fort Worth. Furnish and install lamps for Decorative Pole Lighting Assembly (Type A). The term "Decorative Pole Lighting Assembly" means the complete assemblage of poles, parts, fixtures, equipment, and miscellaneous components, erected as shown on the plans and in accordance with these specifications forming a complete and independent lighting unit. 2. Materials. Provide new materials which comply with the details shown on the plans, the requirements of this Item, and the pertinent requirements of the following Items: • Item 616, "Performance Testing of Lighting Systems" • Item 618, "Conduit" • Item 8855, "Aluminum Conductors" � Item 628, `Blectrical Services" A. The contractor is responsible for furnishing and installing 150 watt pulse start metal halide lamps. B. The contractor shall be responsible for installing the following materials which shall be furnished by the City of Fort Worth: pole, arms, anchor bolts, and fixtures. 3. Construction. Perform the work in accordance with the details shown on the plans and the requirements of the Item. Erect poles and luminaries that are located near any overhead or underground utilities, using caution. Consult with the appropriate utility companies before beginning such work. Consider the careful erection and aligning of the pedestrian illumination assemblies as essential features of the installation of lighting assemblies. Perform work and install new material in accordance with the details shown on the plans, and the requirements of this Item. Ensure components of the electrical system meet the " requirements of the Electrical Detail Standards. Follow the NEC and local utility company requirements when installing the electrical equipment. Coordinate the utility companies' work for providing service. Test installed Decorative Pole Lighting Assembly in accordance with Item 616, "Performance Testing of Lighting Systems." 1-2 8863 04-12 4. Measurement. This Item will be measured as each installation of the Decorative Lighting Assembly, including furnishing and installing the lamp. 5. Payment. The worlc performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid for "Install Decorative Pole Lighting Assembly Type (A)." This price is full compensation for furnishing and installing lamps, and installing, and testing luminaires, poles, arms, anchor bolts, internal conductors, and connections; system performance testing; and equipment, labor, tools, and incidentals. 2-2 8863 04-12 011100-1 SUMMARY OF WORK Page 1 of 3 1 2 3 PARTl- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 1.2 SECTION Ol 11 00 SUMMARY OF WORK A. Section Includes: l. Summary of Work to be performed in accordance with the Contract Documents B. Deviations fi•om this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to" l. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1- General Requirements PRICE AND PAYMENT PROCEDI)RES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiaiy to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUII2EMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Worlc is to include furnishing all labor, materials, and equipment, and performing all Worlc necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6055 O1 11 00 - 2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interFere 2 with the use of spaces that may be designated to be left fi•ee and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfei-e with the operation of the railroad. 6 1) All Worlc shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 l. Do not enter upon private property for any purpose without having previously 10 oUtained permission fi•om the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 15 obstt•uctions which must be removed to make possible proper prosecution of the 16 Worl< as a part of the project construction operations. 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 4. Preserve and use eveiy precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances tl�ereof, including the construction of temporary fences and to all other public or private property adjacent to the Worlc. 5. Notify the proper representatives of the owners or occupants of tl�e public or private lands of interest in lands which might be affected by the Worlc. a. Such notice shall be made at least 48 houis in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by tl�e Worl<. c. Be responsible for all damage or injuiy to propec-ty of any character resulting fi•om any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective worlc, material, or equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporaiy fencing in place of the fencing removed whenever the Worlc is 37 not in progt�ess and wl�en the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence worlc associated with easements, including removal, 40 temporaiy closures and replacement, shall be subsidiary to the various items bid 41 in the project proposal, unless a bid item is specifically provided in the 42 proposal. CITY OF FORT WORTH NEAR EAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 48 825 Revised July I, 2011 CITY PROJECT NO. 00706, DOE: 6058 O1 I100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/Il�TFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSiJRANCE [NOT USED] 6 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WA1tRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 12 13 I�IZI] OF.��JI-Y.C�]�I Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 43 825 CITY PROJECT NO. 00706, DOE: 6058 oi2soo-i SUBSTITUTION PROCEDURES Page I of 4 1 2 3 PART1- GENERAL 4 l.l SUMMARY SECTION O1 25 00 SUBSTITUTION PROCEDURES 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 17 18 19 1.2 20 21 22 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Request for Substitution - Gener•al l. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 20ll NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 oiasoo-a SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identi�cation a) Manufacturer's name b) Telephone number and repc•esentative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contt•act Documents 2) Manufacturer's literature clearly marl<ed to show compliance of proposed product with Conh•act Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of consh�uction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the rigl�t to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event tlie substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH NEAR EAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 48 825 Revised July 1, 2011 CITY PROJECT NO. 00706, DOE: 6058 1 2 3 4 5 6 7 8 9 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. 5. Substitution will be rejected i£ a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1.9 QUALITY ASSUItANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substit�rte item as for product specified 3. Will coordinate installation of accepted substihrtion into Work, to include building modifications if necessaiy, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 27 PART 2- PRODUCTS [NOT USED) 28 PART 3- EXECUTION [NOT USED] 29 30 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROIECT NO. 00706, DOE: 6058 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the speciiied item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substihition: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contt�actor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product deliveiy time? E. Manufacturer's guarantees of the proposed and speci�ed items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or supet•ior to the specified item. Submitted By: Fot� Use by City Signature as noted Recommended Recommended Ficm Address Date Telephone Not recommended Received late By — Date Remarlcs For Use by City: Approved City Date Rejected CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 43 825 CITY PROJECT NO. 00706, DOE: 6053 � 01 31 19 - 1 PRECONSTRUCTION MEETING Page 1 of 3 1 2 3 PART1- GENERAL Cflf�.Yi�1►i I-�:i� 5 6 7 8 9 10 11 12 13 1.2 SECTION O1 31 19 PRECONSTRUCTION MEETING A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Worlc associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each rept�esents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Wark is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor•'s project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URSAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 e. Other City representatives £ Others as appropriate 4. Construction Scl�edule a. Prepare baseline construction schedule in accordance with Section O1 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Descr•iption of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's worlc plan and schedule e. Contract Time £ Notice to Proceed g. Construction Stalcing h. Progress Payments i. EYtra Worlc and Change Order Procedures j. Field Oi•ders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pc•e-Construction Conditions q. Weekend Worlc Noti�cation r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractois x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT US�D) 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 l.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED) 10 PART 3- EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6053 013120-1 PROJECT MEETINGS Page I of 3 1 2 fc�-7_�If�l�__1`►1 �1:7:� � 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 1.2 SECTION O1 31 20 PROJECT MEETINGS A. Section Includes: 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppiiers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractot•. 30 B. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of ineeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 43 825 CITY PRO7ECT NO. 00706, DOE: 6058 013120-2 PROJECT MEETINGS Page 2 of 3 1 2 3 4 5 6 b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pr•e-construction conference. b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coot•dination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 2. Additional progress meetings to discuss speciiic topics will be conducted on an as- needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at pt�ogress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's pc•oject manager b. Contractor's supei•intendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may t•equest d. Engineet�'s representatives e. City's representatives £ Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off-site fabrication, delivety schedules e. Review of construction interfacing and sequencing requirements with other construction contracts £ Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of scl�edules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request p. Review status of Requests for Information CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the r•equest of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 l.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2- PRODUCTS [NOT USED] 20 PART 3- EXECUTION [NOT USED] 21 22 23 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Juty 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 �48 825 CITY PROJECT NO. 00706, DOE: 6058 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 2 3 PART1- GENERAL SECTION O1 32 16 CONSTRUCTION PROGRESS SCHEDULE 4 l.l SUMMARY 5 A. Section Includes: ' 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the CiTy of Fort Worth Schedule Guidance ' 9 Document 10 11 12 13 14 15 1.2 16 17 18 B. Deviations from this City of Fort Worth Standard Specification l. None. C. Related Specification Sections include, but are not necessarily limited to: l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Worlc associated with this Item is considered subsidiaiy to the various items bid. No separate payment will be allowed for this Item. iL•�i ICc�:7 �i �1�'.7�[�7�.y 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Defnitions 1. Schedule Tiers a. Tier 1- No schedule submittal required by contract. Small, brief duration projects b. Tier 2- No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects c. Tier 3- Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program projects d. Tier 4- Schedule submittal required by conti•act as described in the Specification and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5- Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH NEAR EAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 48 825 Revised Ju(y 1, 2011 CITY PROJECT NO. 00706, DOE: 6058 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 2 3 4. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 7 8 9 10 11 12 13 14 15 A. Baseline Schedule General a. Prepare a cost-loaded baseline Schedule using approved software and the Critical Path Method (CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost-loaded baseline Schedule with the City to demonstrate understanding of the worlc to be perfoi•med and lcnown issues and constraints related to the schedule. c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change ordeis, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 C. Responsibility for Schedule Compliance 25 l. Whenever it becomes apparent from the current progress Schedule and CPM Status 26 Report that delays to the critical path have resulted and the Contract completion 27 date will not be met, or when so directed by the City, make some or all of the 28 following actions at no additional cost to the City 29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 30 outlining: 31 1) A written statement of the steps intended to tal<e to remove or arrest the 32 delay to the critical path in the appr�oved schedule 33 2) Incc•ease construction manpower in suuch quantities and crafts as will 34 substantially eliminate the backlog of worl< and return current Schedule to 35 meet projected baseline completion dates 36 3) Increase the number of working hours per shift, shifts per day, worlcing 37 days per weel<, the amount of construction equipment, or any combination 38 of the foregoing, sufficiently to substantially eliminate the baciclog of worlt 39 4) Reschedule activities to achieve maYimum practical concurrency of 40 accomplishment of activities, and comply with the revised schedule 41 2. If no written statement of the steps intended to talce is submitted when so requested 42 by the City, the City may direct the Contractor to increase the level of effort in 43 manpower (trades), equipment and worl< schedule (overtime, weekend and holiday 44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 45 to the critical path in the approved schedule. 46 a. No additional cost for such work will be considered. CITY OF FORT WORTH NEAR EAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 48 825 Revised July 1, 2011 CITY PROJECT NO. 00706, DOE: G058 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 01 32 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified in this Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnisl� justification and supporting evidence as the City may deem necessary to deteimine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled, the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path in the network will not be the basis for a change therein. 2. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but before the date of iinal payment under this Contract. a. No time extension will be granted for requests which are not submitted within the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its representatives, and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions, the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 3. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or• between the earliest finish date and the latest finish date of a chain of activities on the Baseline Scl�edule. a. Float or slacic time is not for the exclusive use or benefit of either the Contractor or the City. b. Proceed with work according to early start dates, and tl�e City shall have the right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 O1 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 21 22 23 24 25 E. Coordinating Schedule with Other Contt•act Schedules c. Acknowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. l. Whet•e work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under• other contracts, the Baseline Schedule shall be coordinated with the schedules of the other contracts. a. Obtain the schedules of the other appropriate contracts from the City for the preparation and updating of Baseline schedule and malce the required changes in his schedule when indicated by changes in corresponding schedules. 2. In case of interference between the operations of different contractors, the City will determine the worlc priority of each contractor and the sequence of work necessaiy to expedite the completion of the entire Project. a. In such cases, the decision of the City shall be accepted as final. b. The temporary delay of any worlc due to such circumstances shall not be considered as justification for claims for additional compensation. 1. Submit Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. a. Native file format includes: 1) Primavera (P6 or Primavera Contractor) 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Woi�th Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 31 32 33 C. Schedule Narrative 1 2 Submit the schedule narrative in pdf foimat as required in the City of Fort Worth Schedule Guidance Document. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administeis and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no fut•ther• progress schedules a1�e required. CITY OF FORT WORTH NEAR EAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 43 325 Revised July 1, 2011 CITY PROJECT NO. 00706, DOE: 6058 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Speciiication shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAG� CSJ: 0902 48 325 CITY PROJEC"t NO. 00706, DOE: 6058 1 2 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 SECTION 0132 33 PRECONSTRUCTION VIDEO 013233-I PRECONSTRUCTION VIDEO Page 1 of 2 l.l SUMMARY A. Section Includes: 1. Administrative and procedural requir•ements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDUItES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance sureTy period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS (NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] l.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WAIZRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DO�: 6058 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EX�CUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE C1TY OF FORT WORTH NEAR EAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 48 825 Revised July 1, 20ll CITY PROJECT NO. 00706, DOE: 6058 01 33 00 - I SUBMITTALS Page 1 of 8 1 2 fc�7�'.�1 If �l�l�l �1 �7:1 / 4 1.1 SUMMARY SECTION O1 33 00 SUBMITTALS 5 A. Section Includes: 6 l. General methods and requirements of submissions applicable to the following 7 Worlc-related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations fi•om this City of Fort Worth Standard Specification 13 1. None. 14 15 16 17 1.2 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiaiy to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Coordination 1. Notify the City in writing, at the time of submittai, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication � Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's faihire to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH NEAR EAST SIDE URBAN VILLAGE STANDAIZD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 48 825 Revised July 1, 2011 CITY PROJECT NO. 00706, DOE: 6053 013300-2 SUBMITTALS Page 2 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identi�cation numbering system in the following manner: a. Use the first 6 digits of the applicable Speciiication Section Number. b. For tl�e next 2 digits number use numbeis 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that pat-ticular shop drawing C. Contractor Certiiication 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, mater•ials, dimensions, catalog numbers and similar data and I have checiced and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings lacger than 8'/2 inches .c 11 inches to 8'/z inches x 11 inches. 2. Bind shop dt•awings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Pacicet 2) Contractor Cec-tification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH NEAR EAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 48 825 Revised July 1, 2011 CITY PROJECT NO. 00706, DOE: 6058 013300-3 SUBMITTALS Page 3 of 8 � I' 1 2. The Project title and number 2 3. Contractor identi�cation 3 4. The names oi 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specifcation Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations fi•om Conh•act Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 F. Shop Drawings 1. As specified in individual Worlc Sections includes, but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopworlc manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colois and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Productphotographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 O1 33 00 - 4 SUBMITTALS Page 4 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagt�ams 9) Production or quality control inspection and test reports and certifications 10) Mill t•eports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Worlc such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containeis of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City foc• independent inspection and testing, as applicable to the Worl< 18 I. Do not stai-t Worlc requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials ptu�chased or on-site constr•uction accomplished 21 which does not conform to appr•oved shop drawings and data is at the Contractor's 22 risk. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Worlc, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another• external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project dii•ectory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals U) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor sl�all submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 325 CITY PROJECT NO. 00706, DOE: 6058 01 33 00 - 5 SUBMITTALS Page 5 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1 29 2 30 31 32 33 34 3 35 36 37 38 39 40 41 42 43 44 45 46 47 48 4. :� The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Perniitting any departure fi•om the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, eYcept as otherwise provided herein The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor fi�om his/her responsibility with regard to the fulfillment of the tet•ms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated worlc and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URSAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 013300-6 SUBMITTALS Page 6 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 �/ c. d. 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments at•e e;ctensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) ResuUmittal is to be received by the City within 15 calendar days of the date of the City's transmittal requiring the resubmittal. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the suUmittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 8. 6. Resubmittals a. Handled in the same manner as �rst submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contt•act Time. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be rehtrned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Working Days prior to release for manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6055 1 2 3 4 5 013300-7 SUBMITTALS Page '1 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 calendar days following receipt of submittal by the City. 6 L. Mock ups 7 1. Mocic Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on tl�e Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 N. Request for Information (RFI) l. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-x�", beginning with "O1" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 43 825 CITY PROJECT NO. 00706, DOE: 6058 013300-8 SUSMITTALS Page 8 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOS�OUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSUIZANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 111 FIELD [SIT�] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 12 �ND OF S�CTION Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 013513-I SPECIAL PROJECT PROCEDURES Page 1 of 8 1 2 SECTION 0135 13 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL C��.YiIu1► /�.7•1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entiy Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. £ Water Department Notification g. Public Notification Prior to Beginning Construction h. Public Notification of Temporary Water Seivice Interruption during Construction i. Coordination with United States Army Corps of Engineers j. Coordination within Railroad permits areas k. Dust Control 1. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1— General Requirements 25 3. Section 33 12 25 — Connection to Existing Water Mains 26 1.2 PRICE AND PAYMENT PROCEDURES 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) AdditionalInsurance 5) Insurance Certificates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 O13513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 6) Other requirements associated with genei•al coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad fi�om damage arising otrt of and/or fi•om the construction of the Project. 2. Railroad Flagmen a. Measurement 1) Measurement for this Item will be per working day. b. Payment 1) The worlc performed and materials furnished in accordance with this Item will be paid for each worl<ing day that Railroad Flagmen are present at the Site . c. The price bid shall include: 1) Coordination for scheduling flagmen 2) Flagmen 3) Other requirements associated with Railroad 3. All other items a. Worlc associated with these Items is considered subsidiaiy to the various Items bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 l. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Speci�ication, unless a date is specifically cited. 24 2. North Central Texas Council of Governments (NCTCOG) — Clean Construction 25 Specification 26 1.4 ADMINISTRATIV� REQUIREMENTS 27 A. Coordination with the Texas Depai�tment of Transportation 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1. When worlc in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval fi•om the Texas Department of Transportation B. Work near High Voltage Lines 1. Warning sign a. Pr•ovide sign of suf�cient size meeting all OSHA c•equirements. 2. Equipment operating within 10 feet of high voltage lines will t•equire the following safety features a. Insulating cage-type of guard about the boom or arm b. Insulator links on the lift hool< connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 3. Work within 6 feet of high voltage electric lines a. Notification shall be given to: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 3'7 38 39 40 41 42 43 44 45 46 47 b. c 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confned Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days 1 ►� General a. Observe the foilowing guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". b. Typical Ozone Season 1) May 1 through October 31. c. Critical Emission Time 1) 6:00 a.m. to 10:00 a.m. Watch Days a. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. b. Requirements 1) Begin work after 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. 2) However, the Contractor may begin work prior to 10:00 a.m. if: a) Use of motorized equipment is less than 1 hour, or b) If equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. E. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 houurs prior to commencing. 2) Minimum 24 hour public notification in accordance with Section Ol 31 13 F. Water Department Coordination During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WOR1'H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 oi ss i3-a SPECIAL PROJECT PROCEDURES Page 4 oF 8 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter fi•om the Water Department for use 5 during the life of named project. 6 a In the event that a water valve on an eYisting live system be turned off and on 7 to accommodate the construction of the project is required, cooc•dinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor• in violation of TeYas Penal ll Code Title 7, Chapter 28.03 (Criminal Mischie fl and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a resttlt of these actions. 15 G. Public Notification Prior to Beginning Constr�iction 16 1. Prior to beginning construction on any block in the project, on a block by blocl< 17 basis, prepare and deliver a notice or flyer of the pending construction to the fi•ont 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepai•ed as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Pt�oject (i.e. type of construction activity) 27 d) Actual construction duration within the blocic 28 e) Name of the contractor's foreman and phone number 29 fj Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre-consti•uction noti�cation' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the consteuction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the blocic. 38 H. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the fi•ont door of each affected resident. 42 43 44 45 46 47 48 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and inclttde the following information: 1) Name ofthe project 2) City Project Number CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6053 � 01 35 13 - 5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 c. d, e. f. 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number A sample of the temporary water service interruption notification is attached as Exhibit B. Deliver a copy of the temporaiy interruption notification to the City inspector for review prior to being distributed. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. L Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. J. Coordination within Raih�oad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in eacl� designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety h•aining d. Additional insurance e. Insurance certificates £ Other employees required to protect the right-of-way and property of the Raih•oad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Raih•oad Flagmen a. Submit receipts to City for verification of working days that raih�oad flagmen were personnel were present on Site. K. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. L. Employee Parlcing l. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 43 825 CITY PROJECT NO. 00706, DOE: 6058 013513-6 SPECIALPROJECTPROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINT�NANCE MAT�RIAL SUBMITTALS [NOT US�D] 5 1.9 QUALITY ASSiJRANC� [NOT US�D] 6 110 DELIVERY, STORAG�, AND HANDLING [NOT US�D] 7 1.11 FIELD [SIT�] CONDITIONS [NOT US�D] 8 1.12 WARRANTY [NOT US�D] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE hily 2011 13 CITY OF FORT WORTH NEAR EAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 48 825 Revised November 9, 2011 CITY PROJECT NO. 00706, DOE: 6058 01 35 13 - 7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 2 3 4 5 6 7 s 9 lo li 12 13 Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: EXHIBIT A (To be printed on Contractor's Letterhead) 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTH.ER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR°S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 43 825 CITY PRO7ECT NO. 00706, DOE: 6058 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 � EXHIBIT B � � � � n,ae: 17CiE f�47. X37[7C Pra.je�t �i�p� ��`ICE t�� T��"IP��I�AR�` '�A?ER S�R�C� I%�TL�R[�i�'I`lflri OIJE Ta L"�'1f.i'rV iMPRC1�+�METY'1'!i lN YOUR NFiC.:�El3ilRH�OD, X(}t�lt �VtiTER 5F�4'IC`�:'4�'IiL �E 1:V71�.lZitUl''"I'�U {}N 13k'T4YE:H.tY `TBE Ht1�ITR$ C]I� AND IFYOU HAVh: �iL'E�5TI0*iS Ak1fJU'1"CF1'1S SFIUT-fJiJ�', �I�H:A�E CALL: Iy11L AT (CONTR�iC'-['41�h:�,Uk'r:HllV'1'�:lYi�[:tYT} {7CI�F•Ir,1"FiOL�EIti�:�MN1�:R) :il:� tiyi �. AT {C]'cY INSPE�CT{7R} (T�1,F.�'Hl7�NE�IL�Nli3�:li� Tlf�� tyC:C►Yti'ErIENC� ��iLL�E r�S �4e�[7YLT.aS Ps3StiI13L�. 1'HAVK YUU, CiJ'V7'ttAC�'aR 3 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 9, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 1 2 ft�7�:711f �l�.�1�1 �1:7\ �I 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 1.2 13 14 15 16 17 18 19 20 21 22 23 24 25 1.3 SECTION Ol 45 23 TESTING AND 1NSPECTION SERVICES A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiaiy to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in fiill. REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 28 29 30 31 32 33 34 35 36 37 38 A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, su�ciently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Repoi�ts a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, oi� another e;cternal FTP site approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6055 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribtrtion (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip ticicets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor ft•om obligation to 17 perform worlc in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINT�NANC� MAT�RIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIV�RY, STORAGE, AND HANDLING [NOT US�D] 24 25 111 FI�LD [SITE] CONDITIONS [NOT US�D] 1.12 WARRANTY [NOT US�D] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 29 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH STANDt1RD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 O1 50 00 - I TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 2 SECTION O1 50 00 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 l.l SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1.2 A. Section Includes: 1. Provide temporaiy facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust contt�ol e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification l. None. C. Related Speci�cation Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporaiy seivices. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Worlc is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 3 4 , � d. Contractor Payment for Construction Water � 1) Obtain construction water meter from City for payment as billed by City's established rates. Electricity and Lighting a. Provide and pay for electric powered seivice as required for Work, including testing of Worl<. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. Temporary Heat and Ventilation a. Provide temporary heat as necessa�y for protection or completion of Work. b. Provide temporary lieat and ventilation to assure safe working conditions. B. Sanitaiy Facilities 1. Provide and maintain sanitaiy facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitaiy facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health pt•oblem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Worl< Site and keep clean and maintained throughout Pt�oject. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocl<s off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventoiy. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away fi•om temporaiy and existing buildings. 6. Remove building from site prior to Final Acceptance. 42 D. Temporaiy Fencing 43 l. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Contc•ol CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 015000-3 TEMPORARY PACILITIES AND CONTROLS Page 3 of 4 l. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporaiy Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work fi•om damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSi1RANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY (NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporaiy Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJ[JSTING [NOT USED] 3.10 CL�ANING [NOT USED) 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00?06, DOE: 6058 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporaiy facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Worl<. 3 3.12 PROT�CTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH . NEAR EAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 48 82� Revised July 1, 2011 CITY PROJECT NO. 00706, DOE: G058 01 55 26 - I STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 i 2 SECTION Ol 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 l.l SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification l. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUT.CD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Tra�c Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 0070G, DOE: 6058 01 55 26 - 2 STREET USE PERMIT AND MODIPICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffc Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traf�c control plans to City Department Transportation and Public Worlcs Department. 1) Revise Trafiic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Conh�ol. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign L If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Marl<ings Division to remove the sign. E. Temporaiy Signage 1. In the case of regulatoiy signs, replace pet•manent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MLTTCD). 2. Install temporary sign Uefore the removal of per•manent sign. 3. When construction is complete, to the eYtent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw weUsite. 26 1.5 SUBMITTALS [NOT US�D] 27 1.G ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT US�D] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIV�RY, STORAG�, AND HANDLING [NOT US�D] 32 33 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 34 PART 2- PRODUCTS [NOT USED] 35 PART 3- EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 43 825 CITY PROJECT NO. 00706, DOE: 6058 O15526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE C1TY OF FORT WORTH NEAR EAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 43 825 Revised July 1, 2011 CITY PROJECT NO. 00706, DOE: 6058 015713-I STORM WATER POLLUTION PREVENTION Page I of 3 1 2 SECTION O1 57 13 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 A. Section Includes: 1. Procedures for Stoim Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 31 25 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDUR.ES I S A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. AbUreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CI'I'Y PROJECT NO. 00706, DOE: 6058 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 � 3 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 A. SWPPP Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 1 to less than 5 acres of disturbance a. TeYas Pollutant Discharge Elimination 5ystem (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres oc• more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI foim and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Worl<s, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes ot• updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Peimit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Worl<s, Environmental Division, (817) 392-6088. Submit in accordance with Section O1 33 00, except as stated herein. a. Priot• to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Worlcs, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 43 825 CITY PROJECT NO. 00706, DOE: 6053 O1 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section O1 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOS�OUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANC� MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARItANTY (NOT USED] 11 PART 2- PRODUCTS (NOT USED] 12 PART 3- EXECUTION [NOT USED] 13 14 15 _I �1►`I IZ�]�i.y �[�11 Y [�)►1 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 O15813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 2 3 PARTl- GENERAL 4 5 6 7 8 9 10 11 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 � SECTION O1 58 13 TEMPORARY PROJECT SIGNAGE 1.1 SUMMARY A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Worlc associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 111 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 27 2.1 OWNER-FiJRNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPM�NT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 43 825 CITY PROJECT NO. 00706, DOE: 6058 015813-2 TEMPORAItY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] l0 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Slcids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 I2E-INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYST�M STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT US�D] 24 311 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 314 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH STANDAI2D CONSTRUCTION SP�CIFICATION DOCUMENTS Revised July I, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 O1 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 01 60 00 - 1 PRODUCT REQUIREMENTS Page 1 of 2 1 2 3 PART1- GENERAL 4 l.l SUMMARY SECTION O1 60 00 PRODUCT REQUIREMENTS 5 A. Section Includes: 6 1. A listing of the approved products for use in the City 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Speciiication Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 A. A list of City approved products for use is attached to this Section. B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all pr•oducts from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section O 1 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 l.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT US�D] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EX�CUTION [NOT US�D] 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH NEAR EAST S1DE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 48 825 Revised July 1, 2011 CITY PROJECT NO. 00706, DOE: 6058 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I of 4 1 2 S�CTION O1 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 l.l SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage fi•om: a. Handling b. Exposure to elements or harsh environments B. Deviations fi•om this City of Fort Worth Standar�d Speci�cation l. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYM�NT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTAL5 [NOT USED] 24 25 26 27 28 29 30 31 32 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivety Requirements 1. Schedule deliveiy of pr•oducts or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised J�ily 1, 2011 NEAR EAST S1DE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbrol<en cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 11 12 13 14 15 16 17 18 3 19 20 21 22 4 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 C. Storage Requirements 1. Store materials in accordance with manufactttrer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Worlc o.r eYisting facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Worlc. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. Restrict storage to areas available on constcuction site for storage of material and eqttipment as shown on Drawings, or approved by City's Project Representative. Provide off-site storage and protection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations for inspection by City's Project Representative. 5 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. Store in manufacturers' unopened containers. Neatly, safely and compactly stacl< materials delivered and stored along line of Work to avoid inconvenience and daniage to pr•operty owners and general public and maintain at least 3 feet fi•om fire hydrant. Keep public and private driveways and street crossings open. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. 7. 8. 9. 10 CITY OF FORT WORTH STANDAIZD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 111 FIELD [SITE] CONDITIONS [NOT USED] 2 L12 WAIZRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 �RECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non-Conforming Work l. Reject all products or equipment that are damaged, used or in any other way unsatisfactoiy for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 311 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly diy if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 NEAR EAST SIDE URBAIV VILLAGE CSJ: 0902 43 825 CITY PROJECT NO. 00706, DOE: 6058 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH NEAR EAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 48 825 Revised July 1, 2011 CITY PROJECT NO. 00706, DOE: 6058 017123-1 CONSTRUCTION STAKING Page 1 of 3 1 2 3 PARTl- G�NERAL 4 l.l SUMMARY SECTION O1 71 23 CONSTRUCTION STAKiNG 5 A. Section includes: 6 1. Requirements for construction staking. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDUI2ES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiaiy to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 A. Construction Stalces 1. Construction staking will be performed by the City. 2. Coordination a. Contact City's Project Representative at least 2 weelcs in advance for scheduling of Construction Staking. 3. General a. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. b. Contractor is responsible for preserving and maintaining stakes furnished by City. c. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. 1) The cost for stalcing will be deducted fi•om the payment due to the Contractor for the Project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section Ol 33 00. 1. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 017123-2 CONSTRUCTION STAKING Page 2 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Certificates 3 1. Provide certificate certifying that elevations and locations of improvements are in 4 conformance or non-conforniance with requirements of the Contract Documents. 5 a. Certificate must be sealed by a registered professional land surveyor in the 6 State of TeYas. 7 B. Field Quality Control Submittals 8 1. Documentation verifying accuracy of field engineering worl< 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT US�D] 11 1.9 QUALITY ASSURANCE 12 A. Use adequate numbers of slcilled workmen who are thoroughly trained and eYperienced 13 in the necessary crafts and who are completely familiar with the speci�ied requirements 14 and the methods needed for proper performance of the Work. 15 1.10 DELIV�RY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2- PRODUCTS [NOT USED] 19 PART 3 - EXECUTION 20 31 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION 23 A. Verify location and protect control points before commencing Work. 24 B. Notify City's Project Representative immediately of any discrepancies discovered. 25 3.4 APPLICATION (NOT USED] 26 3.5 REPAIR / R�STORATION [NOT USED] 27 3.6 RE-INSTALLATION [NOT USED] 28 3.7 FIELD [oa] SITE QUALITY CONTROL 29 A. Preseive pet�manent reference points during progress of the Worlc. 30 B. Do not change or relocate reference points without approval from the City. 31 C. Utilize recognized engineering survey practices. CITY OF FORT WORTH NEAR EAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ' CSJ: 0902 48 825 Revised July 1, 2011 CITY PROJECT NO. 00706, DOE: 6058 1 2 3 4 5 6 7 8 � 10 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 310 CLEANING (NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION 017123-3 CONSTRUCTION STAKING Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 82� CITY PROJECT NO. 00706, DOE: 6058 1 2 017423-1 CLEANING Page 1 of 4 SECTION O1 74 23 CLEANING 3 PARTl- GENERAL 4 l.l SUMMARY S 6 7 8 9 10 11 12 13 14 A. Section Includes: 1. Intermediate and iinal cleaning for Worlc not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 l. Worlc associated with this Item is considered subsidiaiy to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] - 29 30 31 32 33 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 201 I NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARItANTY [NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 7 8 9 10 11 12 A. Cleaning Agents . 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3.1 INSTALL�RS [NOT USED] 3.2 �XAMINATION [NOT USED] 3.3 PREPARATION [NOT US�D] 3.4 APPLICATION [NOT US�D] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT US�D] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that cc•eate hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm oc• sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 82� CITY PROJECT NO. 00706, DOE: 6058 01 74 23 - 3 CLEANING Page 3 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the eYpense of the Contractor. 10. Do not burn on-site. B. Intermediate Cleaning dw•ing Construction l. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weelcly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight-exposed surfaces. 2. Wipe all lighting iixriire reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfacesto a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were opei•ated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIrICATION DOCUMENTS Revised July l, 201 I NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 32� CITY PROJECT NO. 00706, DOE: 6058 1 2 3 4 5 6 7 8 9 01 �a z3 - a CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 313 MAINTENANCE [NOT USED] 314 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 2 3 PART1- GENERAL !i��.Yl�u I�� /�.7•1 SECTION Ol 77 19 CLOSEOUT REQUIREMENTS 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 A. Guarantees, Bonds and Affidavits l. No application for final payment will be accepted untii all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims l. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CS7: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 8 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Recot•d Documents in accordance with Section O1 78 39 ll 2. Operation and Maintenance Data, if required, in accordance with Section O 1 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 O1 74 23. 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 C. FinalInspection l. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertalce the Work c•equired to remedy deiiciencies and complete the Worlc to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Worlc has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will malce a subsequent Final Inspection of the pi•oject. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessot•y items include, bttt are not limited to: a. Specified spare parts b. Adequate oil and gcease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanl<s d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment 39 D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6053 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 l. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactoiy, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Afiidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) £ Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance l. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIlZ / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ox) SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 82� CITY PROJECT NO. 00706, DOE: 6058 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 2 ': . _ ��__i�1:7:�11 4 l.l SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 SECTION O1 78 23 OPERATION AND MAINTENANCE DATA A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 l. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section O1 33 00 Submittal Procedures. All 28 submittals shall be approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 31 32 33 34 35 36 37 A. Submittal Form l. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8'/2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROIECT NO. 0070G, DOE: 6058 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3 4 � Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of teYt pages. Provide fly-leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide inde:ced tabs. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separ•ate structure as applicable c) Identity of general subject matter covered in the manual 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 e. f. Binders a. Commercial quality 3-ring bindeis with durable and cleanable plastic coveis b. When multiple binders are used, correlate the data into related consistent groupings. If available, provide an electronic form of the O&M Manual. B. Manual Content 3 4. 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indeYed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. U. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information Drawings a. Supplement product data with drawings as necessaiy to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Pi•ovide logical sequence of instructions of each procedure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 5. Copy of each warl•anty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather eYposure products: a. Mamifacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, brealc-in, routine and normal operating instructions 2) Regulation, control, stopping, shut-down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by conh�ol manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stociced as spare parts g. As installed control diagrams by controls manufactw•er h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 J k. 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electricalservice 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special oper�ating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking £ Mamifactui•er's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Pc•epare and include additional data when the need for such data becomes appat•ent during instruction of City's personnel. Charts of valve tag numbers, with location and function of each valve List of original manufachirer's spare parts, manufachirer's current prices, and recommended quantities to be maintained in storage Other data as required under pertinent Sections of Specifications 30 1.7 CLOS�OUT SUBMITTALS [NOT USED] 31 1.8 MAINT�NANCE MAT�RIAL SUBMITTALS [NOT US�D] 32 1.9 QUALITY ASSURANC� 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and eYperienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Slcilled as draftsman competent to prepace requit•ed drawings CITY OF FORT WORTH NEAR EAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 48 825 Revised July 1, 20ll CITY PROJECT NO. 00706, DOE: 6058 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 D�LIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 112 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] � 7 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 43 825 CITY PROJECT NO. 00706, DOE: 6058 1 2 S�CTION O1 78 39 PROJECT RECORD DOCUMENTS fc� 7�:711i�l�►1 �17� 11 4 5 6 7 8 9 10 11 12 13 14 IS 16 17 1.1 SUMMARY 017839-I PROJECT RECORD DOCUMENTS Page I of 4 A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 l. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 30 31 32 33 34 35 36 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifcations and each sheet of Drawings and other pocuments where such entiy is required to show the change properly. 2. Accuracy of records shall be such that firtw•e search for items shown in the Contract Documents may rely r�easonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: G058 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable firture modification of the Worl< to pt•oceed without lengthy and 5 expensive site measut•ement, investigation and e;camination. 6 1.10 STORAG� AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Worlc and transfer of all recorded 10 data to the final Project Record Documents. ll 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required Uy the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED (oa] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 20 21 22 2.2 I2ECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT US�D] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT US�D] 30 31 32 33 34 35 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 4 5. 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for� review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of worlc. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section O1 71 23, clearly mark any deviations fi•om Contract Documents associated with installation of the infi•astructure. Making entries on Drawings a. Record any deviations fi�om Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entty by a"cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the lilce). 3) Make all identification su�ciently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion seives no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefiilly transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the acriaal location of items. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ��7 c. Call attention to each entry by drawing a"cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assur•e longevity and cleat• reproduction. 2. Transfer of data to other pocuments a. If the Documents, other than Drawings, have been lcept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usttal chaige for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIl2 / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANC� [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE � CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Ju(y 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 26 00 00 - 1 SEALS PAGE 5ECTION 26 00 00 SEALS PAGE Freese and Nichols, Inc. Fort Worth, Texas Jeffrey N. Hensley Texas Registration Number 84677 ENGINEERING RESPONSBILITY Division 26 — Electrical 26 OS 00 Common Work Results for Electrical 26 OS 10 Demolition for Electrical Systems 26 OS 33 Raceway and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems -- -- -- Detailed Specifications for Street Light Installations ..�E aF °T�o,+ �� °�, �p,�o�aoo�000a ,.� , �,,, � p� mem oa ys 4 � * ° � � � ° �,,> / oo a00000000aooe�000000000 0 / JEFFREY N. HENSLEY �+ � o0 o mooa0000aoo�4o00000o m r �`� 0 84677 0��' �I�F °�o CENSE-�� '.� � SS °�0000a° NC�r �1��NA� �' �ao , FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144. CITY OF FORT WORTH STANDARD COI�ISTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CTI'Y PROJECT NO. 00706, DOE: 6058 26 OS 00 - 1 COMMON WORK RESULTS FOR ELECTRICAL Page 1 of 5 � SECTION 26 OS 00 COMMON WORK RESULTS FOR ELECTRICAL 3 PARTl- GENERAL C��t.Yilu �[��`I 5 6 7 8 9 10 11 12 13 1.2 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Section Includes: 1. All labor, materials and equipment required to install, test and provide an operational, electrical system as specified and as shown on the Drawings B. Deviations fi•om this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDUItES A. Measurement and Payment 1. Electrical Facilities a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and materials furnished in accordance to this Item shall be paid for at the lump sum price bid for `Blectrical Facilities". c. The price bid shall include: 1) Furnishing and installing a complete electrical system 2) Wire 3) Cable 4) Conduit and related hardware 5) Supports 6) Excavation 7) Furnishing, placement and compaction of backfill 8) Hauling 9) Clean-up 2. Electrical Service a. Measurement 1) Measurement for electrical service shall be per each type and size installed. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid for "Electrical Seivice" shall be made at the price bid per each type and size installed. a The price bid shall include all aspects of completing the installation of electricai service including, but not Iimited to: 1) Conduit 2) Pole risers CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Near East Urban Village FTW08420 260500-2 COMMON WORK RESULTS FOR ELECTRICAL Page 2 of 5 1 2 3 4 A. Coordination 5 1.3 REFERENCES 6 A. Reference Standards 7 1. Reference standards cited in this Specification refer to the current reference 8 standard published at the time of the latest revision date logged at the end of this 9 Specification, unless a date is specifically cited. 10 2. Underwriters Laboratories, Inc. (UL) ll 1.4 ADMINISTRATIVE REQUIREMENTS 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1 2 Z\ TiTot-oN L..,�o 4) Breaker boY 5) Brealcers 6) Coordination with Electrical Service Provider Where references are made to the Related Work paragraph in each Specification Section, referring to other Sections and other Divisions of the Specifications, the Contractor shall provide such information or Work as may be required in those references, and incluude such information or Worlc as may be specified. Division 26 requirements apply to electrical worl< provided under any division of the Speci�cations B. Service ^~�"`�n�,g l. Obtain seivice from the electric seivice provider at 120/240 Volts, Single Phase, Three Wire, 60 Hz from tt�ansformer equipment furnished and installed by the power company. 2. Power company responsibilities a. Furnishing and installing the primaiy overhead conductors and pole line b. Furnishing and installing the transformer or riser pole, primaiy cutouts, lightning arresters and grounding c. Furnishing and installing primaty conduits and cables d. Furnishing and installing the transformer pad and grounding (if pad-mounted transformer) e. Furnishing and installing transformer £ Terminating underground primary cables � � h. Terminating secondaiy cables to the service transformer �,....,;,.i,;,,,. .,,��o,. i..,�o „�a o ,.i„�,,..o 3 4 Contractor responsibilities a. Furnishing and installing secondaiy conduits and cables �..,..,��,.,..,,,,.. � ,.i„�,,,.o i;�,.o,,,,:..oa �,., ., .,� T.,��,.I1:,,,. ., o�o,. 1..,�0 d: F e. Coordinating electrical service installation with power company City responsibilities a. Negotiating with power company for the costs of new or revised services CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Near East Urban Village FTW08420 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 260500-3 COMMON WORK RESULTS FOR ELECTRICAL Page 3 of 5 b. Making payment directly to power company for such costs C. Codes, Inspections and Fees 1. Obtain all necessary permits and pay all fees required for permits and inspections. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MAT�RIAL SUBMITTALS (NOT US�D] 1.9 QUALITY ASSURANCE A. Materials and Equipment 1. New, except where specifically identiiied on the Drawings to be reused. 2. UL listed, where such listing eYists. 3. Electrical service a. Service type shall be as shown on the Drawings. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY A. Manufacturer Warranty 1. Manufacturer's warranties are specified in each of the Specification Sections. PART Z - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION 21 22 23 24 25 26 27 28 29 30 31 32 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Interpretation of Drawings 1. Coordinate the conduit installation with other trades and the actual supplied equipment. 2. Where circuits are shown as home runs: Provide fittings and boxes for complete raceway installation. 3. Verify exact locations and mounting heights of lighting fixtures, switches and receptacles prior to installation. 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Phase Balancing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Near East Urban Vil(age FTW08420 260500-4 COMMON WORK RESULTS FOR ELECTRICAL Page 4 of 5 1 1. Connect circuits on motor control centels and panelboards to result in evenly 2 balanced loads across all phases. 3 3.5 REPAIR / RESTORATION [NOT USED] 4 3.6 RE-INSTALLATION [NOT US�D] 5 3.7 FI�LD [ox] SITE QUALITY CONTROL [NOT USED] 6 3.8 SYSTEM STARTUP 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3.9 31 32 33 34 35 36 37 A. Tests and Settings - 1. Test systems and equipment fiirnished under Division 26. 2. Repair or replace all defective work. 3. Make adjustments to the systems as specified and/or required. 4. Prior to energizing electrical equipment, make all tests required by the individual Specification sections. a. Submit a sample test form or procedure. b. Submit the required test reports and data within 30 days after the test. c. Include names of all test personnel. d. Initial each test. 5. Check wire and caUle terminations for tightness. 6. Verify all terminations at transformers, equipment, capacitor connections, panels, and enclosuc•es by producing a 1 2 3 rotation on a phase sequence motor when connected to A, B, and. C phases. 7. Inspect, set, and test mechanical operation for circuit breakers, disconnect switches, motor starters, and control equipment. 8. Check interlocking, control and instrument wiring for each system and/or part of a system to prove that the system will function properly as indicated by schematic and wiring diagcams. 9. Schedule and coordinate testing with the City at least 2 weeks in advance. 10. Provide qualified test personnel, instruments and test equipment. 11. Refer to the individual equipment Sections for additional specific testing requirements. ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 Near East Urban Village FTW08420 � 260500-5 COMMON WORK RESULTS FOR ELECTRICAL Page 5 of 5 2 1 Revision Log DATE NAME SUMMARY OF CHANGE I 1/7/ll Teresa Castillon Deleted information on metering. 3 CITY OF FORT WORTH Near East Urban Vi(Iage STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS FTW08420 , Revised July 1, 2011 26OS10-1 DEMOLITION FOR ELECTRICAL SYSTEMS Page 1 of 5 1 2 SECTION 26 OS 10 DEMOLITION FOR ELECTRICAL SYSTEMS 3 PART1- GENERAL 4 l.l SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Section Includes: 1. Furnish, install and test all equipment, wiring and appurtenances as may be required to perform the electrical demolition shown on the Drawings and as specified herein. B. Deviations from this City of Fort Worth Standard Speci�ication 1. None. C. Related Speciiication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be by lump sum. 2. Payment a. The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Salvage Electrical Equipment". 3. The price bid shall include: a. Removing and salvaging electrical equipment including, but not limited to: 1) Wire and cable 2) Encasement 3) Conduit 4) Supports b. Excavation c. Furnishing, placement and compaction of backfill d. Hauling e. Clean-up 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. National Fire Protection Association (NFPA) a. 70, National Electrical Code (NEC) 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS Revised July 1, 2011 Near East Urban Village FTW08420 26OS 10-2 DEMOLITION FOR ELECTRICAL SYSTEMS Page 2 of 5 1 l. Coordinate with the City or their designee 48 hours in advance of removals. 2 2. Coordinate with other Trades for removal of electrical services in conjunction with 3 the removal of the associated equipment. 4 1.5 SUBMITTALS [NOT USED] 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 6 7 8 9 1.7 CLOSEOUT SUBMITTALS [NOT US�D] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING 10 A. Deliveiy and Acceptance Requirements 11 1. All salvage materials will be delivered by the Contractor to the City at a location 12 designated by the Inspector. The Inspector, assisted by authot�ized representatives, 13 will seive as the receiving agent for salvage material. 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2- PRODUCTS [NOT USED] 17 PART 3 - EXECUTION 18 3.1 INSTALLERS [NOT US�D] 19 3.2 �XAMINATION 20 A. Verify field measurements and circuiting arrangements. 21 B. Verify that abandoned wiring and equipment serve only abandoned facilities. 22 C. Report Drawing discrepancies to City before disturbing the existing installation. 23 3.3 PREPARATION 24 25 26 27 28 29 30 31 32 33 . , . B. Coordinate utility service outages with Utility Company to minimize length and number of outages. C. Provide temporary wiring and connections to maintain existing systems in service during construction. D. When work must be performed on energized equipment or circuits, use personnel eYperienced in such operations. E. Existing Electrical Service: Maintain existing system in service until new system is complete and ready for service. F. Disable system only to make switchovers and connections. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Near East Urban Village FTW08420 260510-3 DEMOLITION FOR ELECTRICAL SYSTEMS Page 3 of 5 1 G. Obtain permission from City at least 1 week in advance, before partially or completely 2 disabling system. 3 3.4 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK 4 A. Remove, relocate and extend existing installations to accommodate new construction. 5 B. Remove abandoned wiring to source of supply. 6 . , � o;i;.,,. �;,,;��,o� 8 -'�. �„� ,. �a,,:� �„�ti , .;�i, . „�i� .,,,a �,,,,,.� .,�a �.,,,.ti � ,,.� ,.o� . . . 1 ' . -.� ..;.z..�..;..��:,�,�1,. .1•: s:�:�,.�.nr�...... ..�,.�'::��.�::. � - - 12 13 14 15 E. Disconnect and remove abandoned panelboards and distribution equipment. F. Disconnect and remove electrical devices and equipment that has been removed. G. Repair adjacent construction and finishes damaged during demolition and extension work. 16 H. Maintain access to existing installations which remain active. Modify installation or 17 provide access to panels as appropriate. 18 I. Where the demolition or revision of any portion of a raceway or box in the raceway 19 system, in an area, causes the raceway system of the area to no longer comply with the 20 classification or Specification requirements of the area, provide and install such boxes, 21 fittings, etc. as may be necessary to return the raceway system to compliance with 22 Specifications. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 J. Extend existing installations using materials and methods as specified for new Work. K. Minimize noise, dust, and vibration and conduct the work so as to avoid any damage to the surroundings. L. Salvaged Equipment and Materials 1. The City shall have the right to retain any or all electrical and instrumentation equipment sl�own or specified to be removed from the site. 2. Deliver the City's equipment to a site designated by the City. 3. If the City refuses the salvage, the Contractor must claim ownership of the materials and dispose of them properly. 4. Prior to starting demolition, the Contractor and City shall jointiy visit the areas of demolition and the City will designate those items that are to remain the property of the City. 5. Take necessary precautions in removing City designated property to prevent damage during the demolition process. a. Remove steel structural members by unbolting, cutting welds, or cutting rivet heads and punching shanlcs through holes. b. Do not use a cutting torch to separate the City's equipment or material. 6. Remove items in 1 piece or in a manner that does not impact their reuse. a. Loose components may be removed sepai�ately. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Near East Urban Village FTW08420 26OS 10-4 DEMOLITION FOR ELECTRICAL SYSTEMS Page 4 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 b. Controls and electrical equipment may be removed from the equipment and handled separately. c. Large units may be handled separately. d. Salvaged piping shall be taken apart at flanges or fittings and removed in sections. M. Material removed from the construction site during demolition, and any equipment not otherwise designated to remain the property of the City in accordance with the pre- demolition identification process shall become the property of the Contractor, and shall be promptly removed from the construction site. N. Refiirbish and replace any eYisting facility, to be left in place, which is damaged by the demolition operations. 1. The repair of such damage shall leave the parts in a condition at least equal to that found at the start of the worl<. 3.5 RESTORATION 15 A. Clean and repair existing materials and equipment which remain or are to be reused. 16 B. Panelboards 17 1. Clean e:cposed surfaces. 18 2. Check tightness of electrical connections. 19 3. Replace damaged circuit brealcers. 20 4. Provide closure plates for vacant positions. 21 5. Provide typed circuit directory showing revised cit•cuiting arrangement. 22 3.6 RE-INSTALLATION [NOT USED] 23 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 24 3.8 SYSTEM STARTUP [NOT USED] 25 3.9 ADJUSTING [NOT US�D] 26 3.10 CLEANING [NOT USED] 27 3.11 CLOS�OUT ACTIVITI�S [NOT USED] 28 3.12 PROTECTION [NOT USED] 29 3.13 MAINT�NANCE [NOT USED] 30 3.14 ATTACHM�NTS [NOT US�D] 31 K�� END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE ll/7/11 Teresa Castillon Deleted items pertaining to buildings (floors and walls, etc.). CITY OF FORT WORTH Near East Urban Village STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS FTW08420 Revised July I, 2011 260510-5 DEMOLITION FOR ELECTRICAL SYSTEMS Page 5 of 5 CITY OF FORT WORTH Near East Urban Village STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS FTW08420 Revised Ju1y I, 2011 260533-1 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 1 of 12 1 2 SECTION 26 OS 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish and install complete raceway systems as shown on the Drawings and as 7 specified herein. 8 9 10 11 12 13 14 1.2 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 26 OS 43 — Underground Ducts and Raceways for Electrical Systems PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Conduits and Related Hardware, when a bid item for Electrical Facilities exists a. Measurement 1) This Item is considered subsidiary to Electrical Facilities. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to Electrical Facilities and shall be subsidiaiy to the lump sum price bid for Electrical Facilities, and no other compensation will be allowed. 2. Conduits and Related Hardware, when no bid item for Electrical Facilities exists a. Measurement 1) Measurement for conduit shall be per linear foot of the size, installation method, and type of conduit installed. 2) Limits of ineasurement for conduit are fi•om center to center between ground boxes or poles, a combination of the two or to the termination point. b. Payment 1) Payment for conduit shall be made at the price bid per linear foot of flie size, installation method, and type of conduit installed. c. The price bid shall include: 1) Installation of Conduit and Related Hardware including, but not limited to: a) Elbows b) Couplings c) Weatherheads 3. Conduit Boxes, when a bid item for Electrical Facilities exists a. Measurement 1) This Item is considered subsidiary to Electrical Facilities. b. Payment Near East Urban Village FTW08420 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 26 OS 33 - 2 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 2 of 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ►J 17 1.3 REFERENCES 18 A. Reference Standards 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 3 4. 1) The work performed and the materials furnished in accordance with this Item are subsidiary to Electrical Facilities and shall be subsidiary to the lump sum price bid for Electrical Facilities, and no other compensation will be allowed. 4. Conduit Boxes, when no bid item for Electrical Facilities exists a. Measurement 1) Measurement for this Item shall be per each Conduit BoY installed per location of installation. b. Payment 1) The worlc per�formed and materials fuinished in accordance to this Item shall be paid for at the unit price bid fo1� "Conduit Box" installed. c. The price bid shall include: 1) Furnishing and installing the Conduit Box 2) Excavation 3) Furnishing, placement and compaction of backfill 4) Clean-up Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. American National Standards Institute, Inc. (ANSI). a. ANSI C80.5, American National Standard for Electrical Rigid Aluminum Conduit (ERAC). National Electrical Manufacturers Association (NEMA). a. 250, Enclosures for Electrical Equipment (1000 Volt MaYimum). b. C80.1, Electrical Rigid Steel Conduit. c. TG2, Electrical Polyvinyl Chloride (PVC) Tubing and Conduit. d. TC-3, Polyvinyl Chloride (PVC) Fittings for Use witl� Rigid PVC Conduit and Tubing. e. TC-7, Smooth-Walled Coilable Electrical Polyethylene Conduit. National Fire Protection Association (NFPA) a. 70 — National Electrical Code (NEC). 1) Article 350, Liquidtight Fle:cible Metal Conduit: Type LFMC. 2) Chapter 9, Tables. 5. Underwriters Laboratories (UL) a. 6, Electrical Rigid Metal Conduit — Steel. b. 514B, Conduit, Tubing and Cable Fittings. c. 651, Standard for Schedule 40 and 80 Rigid PVC Conduit. B. All equipment components and completed assemblies speciiied in this Section of the Specifications shall bear the appropriate label of UL. 42 1.4 ADMINISTRATIV� R�QUIREMENTS [NOT US�D] 43 1.5 SUBMITTALS [NOT US�D] 44 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS CITY OF FORT WORTH Near East Urban Village STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS FTW08420 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 260533-3 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 3 of 12 A. Product Data 1. Submit to the City, in accordance with Division 1, the manufacturers' names and product designation or catalog numbers of all materials specified. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSUI2ANC� A. Qualifications 1. Manufacturers a. Refer to Speciiication Section Ol 60 00 for listing of approved manufacturers for all materials. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Handling: In accordance with manufacturei•'s instructions. 2. Storage a. In accordance with manufacturer's instructions b. Not exposed to sunlight c. Completely covered 3. Materials showing signs of previous or jobsite exposure will be rejected. l.11 FIELD [SITE] CONDITIONS [NOT USED] 112 WARRANTY A. No separate warranty on conduit. PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USEDJ 2.2 CONDUIT A. Liquidtight Steel Flexible Metal Conduit 1. Interlociced steel core 2. PVC jacket rated for 80 degrees Celsius 3. Complies with NEC Article 350 4. Fittings 5. Extruded from 6063 T-1 alloy 6. Maximum 0.1 percent copper content 7. Conform to: a. ANSI C80.5 b. UL-6 B. Rigid Steel Conduit 1. Hot dip galvanized 2. Threads: Hot galvanized after cutting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Near East Urban Viilage FTW08420 26 OS 33 - 4 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 4 of 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 3. Conforms to: a. NEMA C80.1 C. Rigid PVC Schedule 80 Conduit 1. Designed for use above ground and underground as described in the NEC 2. Resistant to sunlight 3. UL Labeled 4. Conforms to: a. NEMA TC-2 b. UL 651 5. Fittings conform to: , a. NEMA TC-3 b. UL S 14B D. Rigid PVC Schedule 40 Conduit 1. Designed for use underground as described in the NEC 2. Resistant to sunlight 3. UL Labeled. 4. Conforms to: a. NEMA TG2 b. UL 651 5. Fittings conform to: a. NEMA TC-3 b. UL 514B E. High Density Polyethylene (HDPE) Conduit 1. Designed for use undergt�ottnd as described in the NEC 2. Resistant to sunlight 3. UL Labeled 4. Conforms to: a. UL 651 A b. UL 651B c. NEMA TC-7 F. Raceway Boxes 1. Use: Exposed raceway systems only 2. Boxes for underground systems: Refer to Section 26 OS 43. 3. Box size a. Distance between each raceway entt•y inside the bo:c and the opposite wall: Not be less than 6 times the trade size of the largest raceway in a row. b. Distance sl�all be increased for additional entries by the amount of the sum of the diameters of all other raceway ent►•ies in the same row on the same wall of the bo;c. c. Each row calculated individually, and the single row that provides the ma,cimum distance used to size box. 42 2.3 ACCESSORIES 43 A. Conduit Outlet Bodies CITY OF FORT WORTH ' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Near East Urban Village FTW08420 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 26 OS 33 - 5 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 5 of 12 l. Up to and including 2-1/2 inches a. Conduit outlet bodies and covers: Galvanized steel b. Captive screw-clamp cover c. Neoprene gasket d. Stainless steel screws and clamps 2. Larger than 2-1/2 inches a. Use junction boxes. B. Conduit Hubs 1. Watertight 2. Threaded galvanized steel 3. Insulated throat 4. Stainless steel grounding screw C. Grounding Bushings 1. Insulated lay-in lug grounding bushings 2. Tin-plated copper grounding path 3. Integrally molded noncombustible phenolic insulated surfaces rated 150 degrees Celsius 4. Plastic insert cap each bushing 5. Lug size: Sufficient to accommodate maximum ground wire size required by the NEC for the application D. Raceway Sealant 1. Use for sealing of raceway hubs, entering or terminating in boxes or enclosures where shown or specified E. Conduit Penetration Seals 1. Use for conduit wall and floor seals F. Conduit and related hardware 1. All polyvinyl chloride conduits, including elbows and couplings shall be schedule 40 PVC conduit, conforming to Federal Specification W-C-1094 and Underwriters' Laboratories, Inc. Standard UL-651. All conduit sizes shall be as indicated on the Drawings. 2. Rigid metal conduit shall be steel, hot-dipped galvanized inside and outside. 3. Weather heads shall be made of aluminum and may be the threaded or the clamp on type. G. Expansion/Deflection Fittings L Use a. Embedded in concrete b. Exposed 2. Description a. Internal grounding b. 4 inch movement c. Stainless steel/cast iron H. Expansion Fittings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Near East Urban Village FTW08420 260533-6 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 6 of 12 1 1. 2 2. 3 3. Galvanized steel 8 inch movement Internal grounding 4 2.4 SOURCE QUALITY CONTROL [NOT USED] 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 �XAMINATION [NOT USED] 8 3.3 PR�PARATION [NOT USED] E 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3.4 APPLICATION A. Interface with Other Worl< 1. Coordinate the placement of conduit and related components with other trades and existing installations. B. Unless shown on the Drawings or specified otherwise, the conduit type installed with respect to the location shall be as follows: 1. Underground, 18 inches or more cover: Rigid PVC Schedule �0 or HDPE 2. Underground, less than 18 inches cover: Rigid PVC Schedule 80 or �IDPE 3. Exposed: Rigid galvanized steel 4. Final connection to equipment subject to vibration: Liquidtight Steel Flexible Metal Conduit C�J 0 Box Applications 1. Furnish raceway junction, pull and terminal boxes with NEMA ratings for the location in which they are installed. 2. Exposed switch, receptacle and lighting outlet boxes and conduit fittings: Galvanized steel 3. Furnish boxes with factory mounting lugs. Drilling through the bacic of any boY or enclosuc•e is prol�ibited Conduit Outlet Bodies Applications 1. Conduits up to and including 2-1/2 inches: Conduit outlet bodies may be used, eYcept where junction boxes are shown or otherwise specified 2. Conduits laiger than 2-1/2 inches: Use junction boxes 31 E. Conduit Hub Applications 32 L Unless specifically stated herein or described on the Drawings, all raceways shall 33 terminate at an outlet with a conduit hub. Loclrnut or double locicnut terminations 34 will not be permitted. 35 F. Insulated Grounding Bushing Applications 36 l. Use: Terminate raceways at bottom entiy to pad-mounted electrical equipment or 37 switchgear, if there is no wall or floor pan on which to anchor or tecminate the 3 8 raceway. CITY OF FORT WORTH Near East Urban Village STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS FTW08420 Revised Tuly I, 2011 26 OS 33 - 7 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 7 oF 12 1 2 3 4 5 6 7 8 9 10 11 2. Other raceways: Terminate on enclosures with a conduit hub. 3. Grounding bushing caps: Remain on the bushing until the wire is ready to be pulied. G. Conduit Fittings Applications 1 2 12 H. Conduit Penetration Seals Applications 13 1. Conduit wall seals: Use where underground conduits penetrate walls or at other 14 locations shown on the Drawings 15 2. Conduit sealing bushings: Use to seal conduit ends exposed to the weather and at 16 other locations shown on the Drawings 17 I. Conduit Tag Applications 18 1. Tag all conduits within 1 foot of the entry of equipment, and wall and floor 19 penetrations. 20 2. Tag all underground conduits and ducts at all locations, eYiting and entering fi�om 21 underground, including manholes and handholes. 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 J. Raceway Installation 5 6 7 8 Combination expansion deflection fittings: Install where conduits cross structure expansion joints, on conduit transitions from underground to above ground, and where installed in eYposed conduit runs such that the distance between expansion- deflection fittings does not exceed 150 feet of conduit run. Expansion fittings: Install in lieu of a combination expansion-deflection �itting, on the exposed side of conduit transitions fi•om underground to above ground, where the earth has been disturbed to a depth of more than 10 feet. l. No conduit smaller than 1'/4 inch electrical trade size. 2. No more than the equivalent of 3- 90 degree bends in any 1 run. 3. Do not pull wire until the conduit system is complete in all details. 4. Install all underground raceways in accordance with Section 26 OS 43. Where raceways enter or leave the raceway system, where the raceway origin or termination, could be subjected to the entry of moisture, rain or liquid of any type, particularly where the termination of such raceways terminate in any equipment, new or existing at a lower elevation, such raceways shall be tightly sealed, using watertight sealant (Duxseal or equal), at the higher elevation, both before and after the installation of cables, such that there shall be no entry of water or moisture to the Raceway System at any time. Any damage to new or existing equipment, due to the entrance of moisture from unsealed raceways, shall be corrected by complete replacement of such equipment, at no cost to the City. Cleaning or drying of such damaged equipment will not be acceptable. Conduit supports, for other than for underground raceways: Space at intervals of 8 feet or less as required to obtain rigid construction. Single conduits: Support with 1 hole pipe clamps in combination with 1 screw back plates, to raise conduits from the surface. Multiple runs of conduits: Supported on trapeze type hangers with horizontal members and threaded hanger rods not less than 3/8 inch in diameter. 9. Surface mounted panel boxes, junction boxes, and conduit: Supported by strut to provide a minimum of 1/2 inch clearance between �vall and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Near East Urban Village FTW08420 260533-8 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 8 of 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 11 12 10. Conduit hangers: Attach to structural steel by means of beam or channel clamps. Use concrete inserts of the spot type where attached to concrete surfaces. Conduits on eYposed worlc a. Install at right �ngles to and parallel with the surrounding wall. b. Conform to the form of the ceiling. c. No diagonal runs. d. Provide concentric bends in parallel conduit runs. e. Install conduit perfectly straight and tnie. Conduits terminated into enclosures: Install perpendicular to the walls where flexible liquidtight or rigid conduits are required. a. Do not use short sealtight elbow fittings for such terminations, except for connections to instrumentation transmitters where multiple penetrations are requir•ed. 13. Use insulated throat grounding bushings for conduits containing equipment grounding conductors and terniinating in boxes. Connect grounding conductois to the box. 14. Install conduits using threaded fittings. Do not use running threads. 15. PVC conduit: Use glued type conduit fittings. 16. HDPE conduit: Use fittings by same manufacturer as conduit. 17. Liquidtight flexible steel conduit a. Primary and secondary of transformers b. Generator tel�minations c. Other equipment where vibration is present d. Connections to instrumentation transmitters, where multiple penetrations are required e. Do not use in other locations. £ Maximum length: Not greater than that of a factoiy manufactured long radius elbow of the conduit size being used g. Maximum bending radius: Not less than that shown in the NEC Chapter 9, Table 2, "Other Bends". h. Do not use BX or AC type prefabricated cables. 18. Conduits passing through openings in walls or flooc slabs: Seal remaining openings against the passage of flame and smol<e. 19. Conduit ends exposed to the weather or corrosive gases: Seal with conduit sealing bushings. 20. Raceways terminating in Control Panels or boYes containing electrical equipment a. Do not install to enter fi•om the top of the panel or box. b. Seal with a watertight sealant: Duxseal or equal 21. Conduit a. The Contractor will be required to coordinate with all local utility companies, long distance communication companies, City utilities, c•ailroad companies, and Dig Tess if applicable, to ascertain eYact locations of conflicting underground services. b. The location of conduits and ground boxes are diagrammatic only and may be shifted by the Inspector to accommodate field conditions. c. The maximum allowable overcut shall be 1 inch (25 mm) in diameter for bores. CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 20ll Near East Urban Village FTW08420 26 OS 33 - 9 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 9 of 12 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 d. e. f. g• h. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS Revised July 1, 2011 The vertical and horizontal tolerances shall not exceed 18 inches (457 mm) as measured from the intended target point for bores. The use of a pneumatically driven device for punching holes beneath the pavement (commonly known as a"missile") will not be permitted. Conduit installed for furiu•e use shall have a non-metallic, nylon type pull string and shall be capped using standard weather tight conduit caps, as approved by the Inspector. The Conti•actor shall place duct seal or foam at the ends of all conduit where conductors and/or cables are present. New Conduit 1) All underground conduit shall be schedule 40 PVC conduit. 2) All conduit or raceways above ground shall be rigid metal. 3) All conduit and fittings shall be of the sizes and types shown on the Drawings. 4) Each section of conduit shall bear evidence of approval by Underwriter's Laboratories. 5) Conduit terminating in posts or pedestal bases shall not extend vertically more than 3 inches above the concrete foundation. 6) Field bends in conduit shall have a minimum radius of 12 diameters of the nominal size of the conduit. 7) Exposed vertical conduit shall be galvanized rigid metal, and reamed and couplings made tight. PVC conduit shall be joined by the solvent--weld method in accordance with the conduit manufacturer's recommendations. 8) No reducer couplings shall be used unless specifically indicated on the Drawings. 9) Conduit and fittings shail have burrs and rough places smoothed and shall be clean and free of obstructions before the cable is installed. 10) Field cuts shall be made with a hacl<saw only, and shall be square and true so that the ends will butt or come together for the full diameter thereof. a) In no case shall a cutting torch be used to cut or join conduit. 11) Slip joints or running threads will not be permitted for coupling conduit unless approved by the Inspector. 12) When a standard coupling cannot be used, an approved union coupling shall be used and shall provide a water-tight coupling between the conduit. 13) Couplings shall be properly installed to bring their ends of connected conduit together to produce a good rigid connection throughout the entire length of the conduit run. 14) Where the coating on a rigid metal conduit r�un has been damaged in handling or installation, such damaged parts shall be thoroughly painted with rust preventive paint. 15) Ends of conduits shall be capped or plugged until installation of the wire is complete. 16) Upon request by the Inspector, the Contractor shall draw a full-size metal wire brush, attacl�ed by swivel joint to a pull tape, through the metal conduit to insure that the conduit is clean and fi•ee from obstructions. 17) Conduits shall be placed in an open trench at a minimum 24 inches (612 mm) depth below the curb grade in the sidewalk areas, or 18 incl�es (450 mm) Uelow the finished street grade in the street area. Near East Urban Village FTW08420 26 OS 33 - 10 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 10 of 12 1 18) Conduit placed for concrete encasement shall be secured and supported in 2 such a manner that the alignment will not be disturbed during placement of 3 the concrete. 4 a) No concrete shall be placed until all of the conduit ends have been 5 capped and all box openings closed. 6 19) PVC conduit, which is to be placed under eYisting pavement, sidewallcs, 7 and driveways, shall be placed by first providing a void through which the 8 PVC conduit shall be inserted. 9 a) The void may be made by boring. 10 b) Use of water or other fluids in connection with the boring operation 11 will be permitted only to lubricate cuttings. 12 c) Water jetting will not be permitted. 13 20) If it is determined by the Inspector that it is impractical to place the conduit 14 by boring as outlined above due to unforeseen obstructions, written 15 permission may be granted by the Traffic Seivices Manager or designee for 16 the Contractor to cut the existing pavement. 17 21) Pits for boring shall not be closer than 2 feet (612 mm) to the bacic of the 18 curb or the ouutside edge of the shoulder. 19 a) The boring method used shall not interfere with the operation of streets, 20 highways, or other facilities, and shall not weal<en or damage any 21 embankment structure, or pavement. 22 22) Backfill - Compaction & Density Test for All Ditchlines 23 a) All ditchlines within paving areas of existing and proposed streets and 24 within 2 feet (600 mm) Uacic of curb are to be mechanically tamped. 25 b) All tamping is to be density controlled to 90 percent standard proctor 26 density at optimum moisture content and no greater than 5 percent 27 optimum or less than 2 percent below optimum. 28 c) All backfill material is to be select native material, 6 inches (150 mm) 29 diameter clods and smaller. 30 d) It is permissible to put bacicfill in 6 inches to 8 inches (150 mm to 400 31 n1m) lifts with densities being t�lcen for each lfeet (300 mm) of 32 compacted material on offsetting stations of 50 feet (15.9 M). 33 23) Provide adequately bent conduit and properly excavate so as to prevent 34 damage to the conduit or conductor by a bend radius which is too short. 35 24) All conduit runs shall be continuous and of the same material (metal only 36 or PVC only). 37 25) Where tying into existing conduit, the Contractor must continue with the 38 same material (metal to metal or PVC to PVC). 39 26) Each length of galvanized rigid metal conduit, whet•e used, shall be reamed 40 and threaded on each end and couplings shall be made up tight. 41 27) White-lead paint or equal shall be used on threads of all joints. 42 28) Metal conduit and fittings shall have the burrs and rough places smoothed. 43 29) Where the coating on a metal conduit c•un has been damaged in handling or 44 installation, sttch damaged parts shall be thoroughly painted with rust 45 preventive paint. 46 i. Existing Conduit 47 1) Prior to pulling cable in existing underground conduit, the conduit shall be 48 cleaned with a mandrel or cylindrical wire brush and blown out with 49 compressed air. CITY OF FORT WORTH Near East Urban Village STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS FTW08420 Revised July 1, 2011 260533-I1 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 11 of 12 1 2 3 4 5 6 7 8 9 � If conduit appears to be blocked, the Contractor shall make an attempt to clear the conduit by rodding (The Contractor �vill not receive extra compensation for rodding). If the existing conduit cannot be used, the Contractor may be required to repair and/or replace this conduit as directed by the Engineer. a) Repair of this conduit will be paid for as "extra work" on a Change Order. The Inspector shall be notified prior to disconnection or removal of any existing cable. 3) 4) 10 22. Conduits from external sources entering or leaving a multiple compartment 11 enclosure: Stub up into the bottom horizontal wireway or other manufacturer 12 designated area, directly below the vertical section in which the conductors are to 13 be terminated. 14 23. Conduits entering from cable h�ay: Stub into the upper section. 15 24. Install conduit sealing and drain iittings in areas designated as NEMA 4X or i 6 NEMA 7. 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 25. Conduit identification platens a. Install on all power, instrumentation, alarm and control conduits at each end of the run and at intermediate junction boxes and manholes. b. Install conduit plates before conductors are pulled into conduits. a Coordinate exact identification plate location with the City at the time of installation to provide unifoi•mity of placement and ease of reading. 26. Pull mandrels through all existing conduits that will be reused and through all new conduits 2 inches in diameter and larger prior to installing conductors. 27. Install3/16 inch polypropylene pull lines in all new conduits noted as spares or designated for future equipment. 28. Install conduit to drain away from the equipment served. If conduit drainage is not possible, use conduit seals to plug the conduits at the point of attachment to the equipment 29. Route conduits to avoid crossing pipe shafts, access hatches or vent duct openings, present or future, in floor or ceiling construction. 30. Do not use running threads. 31. Conduits passing from heated to unheated spaces, exterior spaces, refi•igerated spaces, or cold air plenums: Sealed with watertight sealant: Duxseal or equal 32. Locate conduits a minimum of 3 inches fi•om steam or hot water piping. a. Where crossings are unavoidable, locate conduit at least 1 inch fi•om the covering of the pipe crossed. 33. Conduits terminating at a cable tray a. Support independently fi•om the cable tray. b. Provide conduit support within 1-feet of the cable tray. c. Weight of the conduit not supported by cable tray 42 3.5 REPAIR / RESTORATION [NOT USED] 43 3.6 RE-INSTALLATION (NOT USED] 44 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT US�D] Near East Urban Village FTW08420 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 26OS33-12 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Page 12 of 12 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING (NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT US�D] 7 3.14 ATTACHMENTS [NOT USED] 8 3.15 0 10 �ND OF S�CTION Revision Log DATE NAME SUMMARY OF CHANGE 11 CITY OF FORT WORTH Near East Urban Village STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS FTW08420 Revised July I, 2011 260543-I UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 1 of 7 � SECTION 26 OS 43 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1.2 19 20 21 22 23 24 25 26 27 1.3 28 29 30 31 32 33 34 A. Section Includes: 1. Furnish and install a complete underground system of raceways, manholes and handholes 2. Raceways for use in structural concrete are specified in Section 26 OS 33, Raceways and Boxes for Electrical Systems B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 30 00 — Cast-in-Place Concrete 4. Section 26 OS 33 — Raceways and Boxes for Electrical Systems 5. Section 33 OS 10 —Utility Trench Excavation, Embedment and Bacicfill PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. This Item is considered subsidiaiy to the Electrical Facilities being installed. 2. Payment a. The work performed and the materials furnished in accordance with this Item are subsidiary to the electrical facilities specified on the Drawings and shall be subsidiary to the lump sum price bid for Electrical Facilities, and no other compensation will be allowed. REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation Officials (AASHTO) a. M306 — Standard Specification for Drainage Structure Castings. 3. Underwriters Laboratories, Inc. (UL). CITY OF FORT WORTH STAI�IDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Near East Urban Village FTW08420 26 OS 43 - 2 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 2 of 7 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 4 A. Product Data 5 1. Plastic duct spacers 6 B. Shop Drawings 7 l. Manholes, handholes and associated hardware 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE 11 A. Qualiiications 12 l. Manufacturers 13 a. Precast manholes: Manufactured in a NPCA (National Precast Concrete 14 Association) Certified Plant 15 1.10 D�LIVERY, STORAGE, AND HANDLING 16 A. Storage and Handling Requirements 17 1. Handle and store material in accordance with manufacturer's instructions. 18 2. Store materials completely covered; do not eYpose materials to sunlight. 19 3. Materials showing signs of previous or jobsite exposure will be rejected. 20 1.11 FIELD [SITE] CONDITIONS 21 1.12 WARRANTY 22 A. No separate warranty for this equipment 23 PART 2 - PRODUCTS 24 2.1 OWNER-FURNISHED [oa] OWNER-SUPPLIEDPRODUCTS [NOT USED] 25 2.2 MATERIALS 26 27 28 29 30 31 32 33 34 A. Manufacturers 1. Manufacturer List a. Refer to Section Ol 60 00. B. Conduit l. PVC Schedule 40 or HDPE 2. Refer to Section 26 OS 33 3. Terminators: Same size and type as the raceway C. Concrete cap for raceways and duct banlcs 1. Refer to Section 03 30 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 Near East Urban Village FTW08420 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 260543-3 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 3 of 7 2. Red dye a. 40 pounds per 10 cubic yards of concrete D. Manholes and Handholes l. Precast concrete 2. Designed for a AASHTO Class H20 load. 3. Sizes shown on Drawings 4. Manhole tops a. Field removable b. Stainless steel lifting eyes 5. Duct bank entries into the manhole or handhole a. Centered on the entering wall b. Contain the number and size of duct terminators to match the corresponding duct bank 6. Concrete sump a. Minimum dimensions: 12 inches x 12 inches x 2 inches deep b. Located in the middle of the floor of the manhole or handhole, or as shown on the Drawings E. Manhole Covers 1. Heavy duty 2. 36 inch diameter 3. Machined gray iron 4. AASHTO M306 CL35B minimum 5. 40,000-pound proof load value (AASHTO Class H20 X 2.5) 6. Including fi�ame 7. "Electric" or "Communication" raised lettering recessed flush on the cover 8. Drop handles F. Castings 1. Made In the USA 2. Cast with the foundiy's name and production date (example: mm/dd/yy) 3. True to pattern in form and dimension 4. Free from pouring faults, sponginess, cracks, blow holes, or other defects in positions affecting sh•ength and value 5. Angles: Filleted 6. Arises: Sharp and true G. Hardware 1. Cable racks a. Heavy duty b. Non-metallic c. Arm lengths of 8 inches, 14 inches and 20 inches, each supporting a load of not less than 250 pounds at the outer end d. Molded in 1 piece of U.L. listed glass reinforced nylon e. Secured to the manhole and walls using drilled epoYy anchoring system, with 316 stainless steel bolts CI'I'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 20ll Near East Urban Village F'tW08420 260543-4 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 4 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 £ Arms vertically spaced not greater than 24 inches on center 2. Pulling irons a. Copolymer polypropylene coated 1/2 inch diameter cable b. Rated pulling strength: 7500 Ibs c. Polyetl�ylene pulling iron pocket d. Manholes: Recessed in wall opposite each duct entry e. Handholes: Located near center of handhole floor 3. Ladders a. Fiberglass reinforced plastic b. Safety yellow c. 18 inch rung width d. 12 inch rung spacing e. Furnish 2 ladders, length 4 feet greater than the deepest manhole in the underground system H. Polyethylene Warning Tape 1. Red polyethylene film 2. 2 inches minimum width 3. EmUedded metallic wire for• location tracing 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURC� QUALITY CONTROL [NOT USED] 21 PART 3 - EXECUTION 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION 24 A. Verification of Conditions 25 1. Field verify the routing of all undeiground duct banks before placement 26 2. Modify the routing to avoid underground utilities or above ground objects 27 3. Provide any alternate routing of the duct banlcs to the City for approval before 28 installation 29 3.3 TI2ENCH EXCAVATION 30 31 32 33 34 35 A. Provide suitable room for installing manholes, handholes, ducts and appurtenances B. Furnish and place all sheeting, bracing and supports. C. Excavate material of every description and of whatever substance encountered. D. Pavement: Cut with saw, wheel or pneumatic chisel along straight lines before excavating E. Refer to Section 33 OS 10. 36 3.4 INSTALLATION 37 A. Trench Excavation 38 l. Provide suitable room for installing manholes, handholes, ducts and appurtenances. CITY OF FORT WORTH Near East Urban Village STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS FTW08420 Revised July 1, 2011 260543-5 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 5 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 2. Furnish and place all sheeting, bracing and supports. 3. Excavate material of every description and of whatever substance encountered in conformance with Section 33 OS 10. 4. Pavement a. Cut with saw, wheel or pneumatic chisel along straight lines before eYcavating. 5. Trenching and Compaction shall be in accordance with Section 33 OS 10. B. Special Techniques 1. Changes of direction a. Less than 20 degrees 1) Use hotbox, strictly in conformance with the conduit manufacturer's instructions b. Greater than 20 degrees 1) Use long r•adius bends 2. Minimum raceway size between manholes or handholes shall be 2 inches C. Slopes 1. Install raceways to drain away from buildings. 2. Install raceways between manholes or handholes to drain toward tl�e manholes or handholes. 3. Slopes a. At least 3 inches per 100 feet D. Lay raceway lines in trenches on sand bedding. E. Plastic spacers 1. Not more than 4 feet apart 2. Provide not less than 2 inch clearance between raceways. F. Raceway banks cover: 24 inches G. Raceway terminations at manholes: Terminator for PVC conduit H. Blank duct plugs 1. Use to seal the ends of all unused ducts in the duct system 2. Installed where ducts enter manholes or handholes, and at entrances and exits to the underground system I. Raceways entering or eYiting the underground system, rising to higher elevation 1. Seal at higher elevation before and after the installation of cables 2. No entiy of water or moisture to the Underground System at any time J. Complete duct system before pulling any wire. K. Swab all raceways clean before installing cable. L. Cables in manholes and handholes l. Train, support and restrain on cable racks. 2. Route cables passing duct entrances above all duct entrances. 3. Do not route cable in front of or below duct banl< entrances. 4. Install polyethylene warning tape trench above each raceway or duct banlc. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 20ll Near East Urban Village FTW08420 260543-6 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 6 of 7 1 M. Tag all underground conduits at all locations e;citing and entering from underground, 2 including manholes and handholes 3 3.5 REPAIR / RESTORATION 4 5 6 7 8 9 10 11 A. Remove and replace sub grade soils which become soft, loose or othet�wise unsatisfactoiy as a result of inadequate excavation, dewatering or other trenching methods, using gravel fill. B. Existing pavement l. Saw cut and repair eYisting pavements above new and modified existing duct banks. 2. Cut along straight lines. 3. Replace pavement with the same type and quality of the eYisting paving. 12 C. Grassy areas 13 1. Remove and replace sod, or 14 2. Loam and reseed surface 15 3.6 RE-INSTALLATION 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 A. Bacicfilling 1. Remove materials unsuitable for bacicfilling. 2. Trench fill a. Common fill material b. Void of rock or other non-porous material c. Layers not to eYceed 8-inches in loose measure d. Compact to 90 percent standard Proctor density at optimum moistttre content of t 4 percent e. Mounded 6-inches above eYisting grade 3. Existing grass, loam or gravel surface a. Remove surface material b. Conserve c. Replace to the full original depth 4. Paved areas or designated fiiture paved areas a. Bacicfill with select fill material b. Layers not to exceed 8-inches loose measure c. Compact to 95 percent standard Proctor density at optimum moisture content of � 3 percent 5. Compaction a. Hand or pneumatic tamping with tools weighing at least 20 pounds b. Place material being spread and compacted in layers not over 8-in loose thicic. c. Sprinkle in conjunction with rolling or ramming, if needed to achieve required compaction 6. Do not place bituminous paving in bacicfill. 7. Do not use water jetting as a means of consolidating or compacting backfill. 8. Road surfaces a. Broom and hose-clean immediately after bacicfilling b. Employ dust control meastu�es at all times. CITY OF FORT WORTH Near East Urban Vi(lage STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS FTW08420 Revisecl July i, 2011 260543-7 UNDERGROUND DUC1'S AND RACEWAYS FOR ELECTRICAL SYSTEMS Page 7 of 7 1 3.7 CLEANING 2 A. Remove all rubbish and debris from inside and around the underground system. 3 B. Remove dirt, dust, or concrete spatter from the interior and exterior of manholes, 4 handholes and structures, using brushes, vacuum cleaner or clean, lint free rags. 5 C. Do not use compressed air. 6 3.8 SYSTEM STARTUP [NOT US�D] 7 3.9 ADJUSTING (NOT USED] 8 3.10 CLEANING [NOT USED] 9 3.11 CLOSEOUT ACTIVITIES [NOT USED] 10 3.12 PROTECTION [NOT USED] ll 3.13 MAINTENANCE [NOT USED] 12 3.14 ATTACHMENTS [NOT USED] 13 END OF SECTION 14 15 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Near East Urban Village FTW08420 Detailed Specifications for Street Light Installation 1.0 SPECIFICATIONS FOR CONSTRUCTION AND INSTALLATION OF STREET LIGHTS 1.1 These specifications for construction in the City of Fort Worth (the City), where applicable, shall govern the materials and installation of street lights in residential areas, along arterial roadways or on or under bridges. In the event of a conflict, the plan set and detail sheets shall control (Appendix A). These specifications should be used in conjunction with the following standard detail sheets: Street Luminaire General Notes; Street Luminaire Electrical Connection Details; Street Luminaire Pole Foundation Details; Street Luminaire Pole Details; and Ground Box Details. 1.2 This agreement shall consist of instaliing materials and equipment necessary to complete the street light construction at locations as set out in the task order. The Contractor shall furnish all required materials and equipment not provided by the City, and shall install and shall activate the lighting systems completed in the sequence specified by the Traffic Services Manager or designee. The City will issue taslc order for work locations via electronic mail. A pre-construction meeting shall be held before any work may commence on the project. The Project Inspector will set the meeting time and place The contractor shall meet with the Project Inspector within five working days after receiving a task order. The work shall commence within ten worlcing days after meeting with the Project Inspector. Invoices will be paid per task order completed and shall be submitted both electronically and by hard copy for processing. 1.3 All installation worlc shall be in accordance with the applicable sections of the National Electrical Code (NEC), local ordinances and regulations, these specifications, the standard detail sheets accompanying the plans, and those applicable sections of the City's Standard �ecifications for Street and Storm Drain Construction. In the event that these specifications should be less restrictive than the NEC, the NEC shall rp evail. Any deviation from these specifications or standard detail sheets shall be considered unacceptable unless authorized in writing by the Traffic Services Manager, or designee. All workmanship shall be of the highest quality. Finished wark shall be neat and uncluttered in appearance. The City will have the authority to bar from this project any Contractor's employee whose work is judged substandard and unacceptable by the project City Inspector with approval of the Traffic Services Manager. The Contractor shall schedule his work so as to cause the minimum interference with tz•afiic on suirounding roadways. Existing lighting systems may be shut down for modification and/or equipment installation only with the approval of the Traffic Services Manager or his designee with a minimum of 48 hour notice. Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 1 The Contractor's responsibility in regard to street light installation work shall consist of the following items: 1.3.1 Furnishing and / or installing street light equipment including: structures, conduits, ground boxes, luminary assemblies, conductors, concrete, reinforcing steel, forms for structure foundations, grouting materials, painting materials, miscellaneous nuts, bolts, and washers, and all other miscellaneous equipment as required to complete the project, including all necessaty barricades or devices required to maintain proper traffic control in accordance with the Texas Manual on Uniform Traffic Control Devices (TMUTCD). Installing and connecting equipment supplied by the City. 1.3.2 Maintaining existing lighting system operations including providing all materials and labor. 1.3.3 Removing and salvaging any existing lighting equipment as designated in the plans. 1.3.4 It shall be the responsibility of the contractor to perform the following at no additional compensation: • Prevent any propei-ry damage to property owner's poles, fences, landscaping, mailboxes, etc., and repair any damages. • Provide access to all driveways during construction. • Protect all underground and overhead utilities, including sprinicler systems, erosion control and repair any and all damages. • In developed areas, it shall be contractors responsibility to provide sod and replace any shrubbety to leave the worlc site in good clean condition. 1.4 The Contractor shall coordinate with the Inspector to commence the thirty (30) day test burning period. The Contractor shall have a qualified technician on the project site when the system is energized for the test period. During the thirry (30) day test period, the City shall be the first response to any trouble calls. If the City Troubleshooter determines that the problem is the result of poor worlcmanship, the Contractor shall complete the repairs. The Contractor shall provide a local telephone number (not subject to frequent changes) where trouble calls are to be received on a 24-hour basis. Appropriate repairs shall be made within 24 hours. If, after further diagnosing the problem, the qualified technician determines the problem is in the equipment supplied by others, the Contractor shall notify the Inspector. NO EXTRA COMPENSATION WILL BE ALLOWED FOR FULFILLING THE REQUIREMENTS STATED ABOVE. 1.5 The City of Fort Worth, Traffic Services Division, will furnish lighting poles and arms and service center enclosures to the project in accordance with the bid proposal. The Contractor shall erect all poles and connect all iieid wiring to the luminary assembly. The Contractor shall notify the Inspector via e-mail at least 3-working days prior to picking up poles. The Inspector will make arrangements on when and where to pick up the poles. 1.6 The locations of pole foundations, bases, conduit, etc., shown on the plans are approximate. The Contractor shall give the Inspector 48 hours notice of his / her intention Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 2 to establish the final location of any foundations, bases, conduit, etc., and have the ; locations approved on the ground by the Inspector. 1.7 The location and depth of all utilities shown on the plans are approximate and there may be other unlalown utilities existing not shown on the plans that should be field verified and protected by the contractor prior to the start of construction. The contractor shall contact the following utility companies 48 hours prior to doing any work in the area: ■ Dig Tess 1-800-344-8377 ■ City Utility Mains (Water, Sewer) 817-392-8275 • City Traffic Signals, Street Lights and Storm Drains 817-392-8100 ■ Charter Cable 817-246-5538 ■ Southwestern Bell Telephone Enterprise 9800 ■ AT&T 1-800-878-8711 ■ Western Union Cable 214-939-1930 ■ Oncor Electric 1-800-233-2133 ■ Tri-County Electric 817-379-4703 ■ Co-Sery Electric Coop 1-800-274-4014 ■ Atmos Gas 214-263-3444 NOTE: The contractor should be cautious of private gas coliection and distribution lines from well sites. 1.8 Whenever the work provided for and contemplated under the contract has been found by the Inspector to be completed to his / her satisfaction on any individual light, or lighting system shown in the plans, final clean up of said location has been performed and the equipment supplied by the contractor has operated continuously for a minimum of thirty (30) days in a satisfactory manner, the Contractor will be released from further maintenance on that particular location or system. Such partial acceptance will be made in writing and shall in no way void or alter any terms of the contract. 19 The Contractor, including own employees and employees of subcontractors, shall comply with all applicable safety regulations as established by Occupational, Safety and Health Administration (OSHA), including wearing personal safety equipment and / or harnesses. 1.10 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this Contract: (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING—UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN TEN FEET OF HIGH VOLTAGE LINES." Detailed Speciiications for Street Light Installations — Part F June 2010 City of Fort Worth 3 (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or at•m, except bacic hoes or dippers and insulator linlcs on the lift hood connections. (c) When necessary to work within ten feet of high voltage electric lines, notification shall be given the electric service provider which will erect temporary mechanical barriers, de-energize the line or raise or lower the line. The worlc done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to electric service provider and shall record action taken in each case. (d) The Contractor is required to make anangements with the electric service provider for the temporaty relocation or raising of high voltage lines at the Contractor's sole cost and expense. No person shall worlc within ten feet of a high voltage line without protection having been talcen as outlined in Paragraph (c). 2.0 MATERIALS 2.1 General Notes 2.1.1 It is the Contractor's responsibility to furnish all materials necessary to complete each street light, whether the item is specifically mentioned or not, with the exception of those materials that will be provided by the City as specified in the bid. All unspecified materials (i.e., electrical tape, bolts, and wire nuts, etc.) shall meet the requirements of the National Electrical Code. All materials supplied by the Contractor shall be new un-depreciated stocic. 2.1.2 Some sections of these specifications may cite examples of acceptable brands and model numbers of the items described. Items of equal durability, pei�formance, and design may be substituted upon City acceptance. Bidders may be required to submit to the Traffic Services Division information on materials they desire to fulnish and install. A two-year warrantv shall be required on all other materials furnished. A list of cities, towns, etc., where the equipment being bid has been in field service for at least two (2) years may be required by the City for reference. If required, the list shall contain names and phone numbers of persons who can be contacted for such reference. If the guidelines listed above are not met, the bid and the equipment shall not be accepted. 2.1.3 If more than one unit of a given bid item is required, the Contractor shall ensure that all units are the product of one manufacturer, unless otherwise directed by the Traffic Services Manager or designee. 2.1.4 All materials furnished by the Contractor shall become the property of the City2 effective upon successfiil completion of a 30 dav test period. Except for materials supplied by the City, the Contractor shall have full responsibility for materials until the date of acceptance with respect to damage, theft, or loss. Detailed Speciiications for Street Light Installations — Part F June 2010 City of Fort Worth 4 2.1.5 Prior to final acceptance by the City, the Contractor is responsible for removal, replacement and reinstallation of any damaged material at the Contractor's expense, including, but not limited to, grass, irrigation and erosion control. 2.2 Standard Street Luminaire Poles (Section 2.2 is for information only and is not applicable to this bid request since the City will be providing these poles.) 2.2.1 Pole Dimensions Poles shall conform to the "Street Luminaire Detail Sheets" and the dimensional requirements layout therein as provided. Any deviations from the dimensions of the "Street Luminaire Detail Sheets" shall be noted in the bid submittal. 2.2.2 Design Standards Pole Assembly: The pole assembly shall consist of a tapered steel shaft complete with a steel anchor base, conforming to ASTM standard A36/A36M- 03a and A595-98 (2002), of adequate strength and appropriate size, secured to the lower end of the shaft by telescoping the shaft into the base and placing two continuous welds around the pole, one on the end of the shaft and the other at the top of the plate base on poles to be mounted on anchor bolts. On poles to be embedded in the ground, a#7 gauge minimum ground sleeve 24" in length shall be installed at designated height as speciiied from bottom of pole and secured by two continuous welds around pole at the bottom and top of the sleeve and a#7 gauge minimum steel strap at lease 2" wide shall be welded across the bottom opening of the shaft to support it in the hole. A pole plate or plates will be required as specified near the top of the shaft for mounting light arm. The shaft shall be one piece for poles 40' and less; two piece for poles over 40' is optional. Two-piece shafts shall assemble by telescoping the upper section over the lower section with a firm tapered fit. The telescoping length of the joint shall not be less than 1'/2 times the diameter of the pole at the joint. The telescoping field joint shall not be welded but shall be keyed with a through bolt. The tapered shaft tube or tubes shall have a constant taper of .10" to .14" per linear foot. Strength: Luminaire support and lighting poles shall be designed to withstand test loads equivalent to a velocity pressure of 23.0 PSF at the nominal mounting height above ground line with appropriate coefficients of and with a factor of safety of not less than 1.80. The lighting standard shall also be designed to withstand test loads, which are calculated equivalent of 80 MPH without destruction. Shape: Poles shall be round with a maximum "ovalness" not to exceed 1.5% of the nominal diameter. Measurements shall be made at 90° to each other in the same cross-section. Straightness tolerance shall be no more than 3/8 inch per 20 feet of length, or not more than 1/16 inch in any four-foot section of pole. Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 5 NOTE: Actual dimensions of poles to be supplied shall be included in bid submittal. 2.2.3 Design Details 2.2.3.1 Base of Pole: The base anchor hole pattern shall confoim to the "Street Luminaire Pole Foundation Details" sheet as provided. The base flange shall be provided with four (4) slip holes for mounting on four anchor bolts. The anchor bolt hole on the base flange shall be slotted. 2.2.3.2 Transformer Bases: When required on the bid form, the standards shall be furnished with an aluminum "Brealcaway Base." 2.2.3.3 Brealcaway Transformer Base: A cast aluminum breakaway type transformer base with all necessary fittings and attachments shall be furnished so as to afford to the lighting standard the quality of brealcing away under vehicular impact. The base shall have a vertical height of 20" to provide bumper area contact with a passenger vehicle and shall have the ability to shear on impact when strucic by a vehicle of approximately two thousand pounds or more and traveling at a speed of twenty miles per hour or moi•e. It shall meet necessary structural and wind loading requirements and, as a minimum, withstand the effects of a load of five hundred pounds eighteen inches from the tip of the shaft to which the base is attached without any permanent distortion, overstress or failure. A door opening shall be provided in the side of the base approximately 8" x 10" in size. Aluminum base material shall conform to ASTM B 108 alloy SG 70A-T6. 2.2.3.4 Access Door: A removable access door shall be furnished in the base of the pole assembly, measuring at least 4 inches by 6 inches, secured by #20 stainless steel tamper proof screws. A#20 ground stud shall be provided opposite the access door opening. 2.2.3.5 Anchor Bolts: Anchor bolts shall be provided with each pole. Anchor bolts shall comply with ASTM standard F1554-99. Anchor bolts shall be galvanized steel and shall comply with the dimensional requirements as set out in the "Street Luminaire Pole Base Detail Sheet" as shown under "Anchor Bolt Detail" as provided. 2.2.3.6 Pole Cap: The pole cap shall be sloped to shed rain and shall be secured with at least three locking screws. The pole cap shall be made of cast aluminum or pot steel. Cast iron is not acceptable. 2.2.3.7 Arms: Arms shall be capable of withstanding a test load, the calculated equivalent of an 80 MPH wind. Luminaire arms shall be capable of supporting 75 pounds of weight with a 3 square feet luminaire surface. 2.2.3.8 Support Arm Mounting Flange: The pole shall have a simplex fitting plate conforming to the "Street Luminaire Pole Details" sheet as provided. The plate shall have two-'/2 inch tapped diameter holes, 4 inches apart to secure the support arm to the pole. The plate shall accept a saddle plate on the support arm. Detailed Speciiications for Street Light Installations — Part F June 2010 City of Fort Worth 6 A hole shall be provided in the pole flange that is not less than 1-1/2 inches in diameter. The hole shall be smooth and free of burrs so as to prevent damage to cable jacketing when pulled through the opening. Extra pole mounting flanges are a line on the itemized bid list. These flanges shall not be galvanized to permit welding to the pole to make repairs or modify the pole to accept truss type support arms. 2.2.3.9 Finish: The pole shall be hot dipped galvanized, unless otherwise required in the bid items list. All galvanized materials shall be dipped in accordance to ASTM A123 / A123M-Ol standard. Each component must be completely coated in a single dip. Double dipped materials will not be accepted. The finish shall be smooth and free of imperfections. 2.3 Luminaires (Cobra Head Type) 2.3.1 General Specifications All luminaires shall be adapted for both 1'/4" and 2" adjustable slip fitter mounting with leveling screws to securely clamp to mast arm or bracket. Two clamping brackets shall be provided to prevent the head from turning from wind or vibration. All luminaire housings shall be cast or drawn from a non-ferrous alloy and shall be free of cracks and excessive porosity. The exterior surface shall have uniform natural aluminum or painted iinish. Mogul base sockets shall be nickel-plated copper and shall be rigidly attached to a high-grade porcelain base, which shall extend and completely enclose the metal shell. Sockets shall be mounted to provide for latest requirements for the IES-ANST Standards for highway and roadway lighting. Sockets shall be of one-piece construction; no split socket construction acceptable. All nuts, screws, clips, washers and attaching hardware shall be fabricated from highly corrosion resistant alloys. Lamp shall be mounted in a horizontal position. The optic assembly shall be provided with resilient gaskets and so constructed that a positive seal against weather and other contaminates will be maintained. The hinge shall be lift-off type with a means for preventing unintentional separation. The latch shall be an automatic type or quick release thumb latch and designed such that a spring failure will not cause the refractor assembly to open. The reflector shall be processed to a highly specular iinish. It shall be secured in such a manner that no tools will be necessary for removal or replacement. The edges of the reflector if not covered by a gaslcet, shall be smooth and all corners rounded to prevent injury to bare hands. The reflector shall have sufficient strength to prevent being distorted during routine operations. The refractor shall be crystal clear glass with refracting prism (IES Type III, semi-cut off, unless otherwise specified). 2.3.2 Ballasts Ballasts shall be the regulated type designed to operate high-pressure sodium or metal halide lamps in a horizontal position, and manufactured by Advance (or approved equal), voltage to be specified, on each order. Total assembled weight Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 7 of luminaire and ballast shall not exceed 50 pounds on 400-watt units and 75 pounds on 1000-watt units. Ballast input wattage during fluctuations of the primary voltage of plus 5% or minus 10% shall not exceed the value given in the table below: Lamp Wattage Maximum Ballast Input (Average for Group Sample) 100 145% of Normal lamp Wattage 150 145% of Normal lamp Wattage 200 130% of Normal lamp Wattage 250 130% of Normal lamp Wattage 400 130% of Normal lamp Wattage 1000 130% of Normal lamp Wattage Lamp wattage shall average within plus or minus 3% of wattage measured at nominal line voltage applied to the ballast, shall not be less than 0.90. Each ballast shall permanently and clearly indicate the following: � Type, Catalog Number, Voltage Rating, and Connection Diagram 2.3.3 Starter The Electrical starter shall be a solid-state device capable of withstanding ambient temperature of 85 degree C. All components shall be sealed and protected from dirt, moisture, or other foreign material. The starter shall have a minimum pulse repletion rate of 1 pulse per cycle. The minimum amplitude of the pulse shall be 2500 volts for the 100, 150, 200, 250, and 400 watt lamp; 3000 volts for the 1000 watt lamp, and shall be applied within 20 electrical degrees of the center of the open circuit voltage wave. 2.3.4 Receptacle for Photo Electric Eye Luminaires with 120/208/240/277 volt multi tap ballast shall be fiirnished with receptacle for photo electric eye. 2.4 Antique S, le Pole (Section 2.4 is for information only and is not applicable to this bid request since the City will be providing these poles.) 2.4.1 Lantern Assemblv The lantern shall conform to the following speciiications and description: 2.4.1.1 Dimensions: The lantern shall be approximately 33 inches high overall and approximately 16 inches in overall diameter. 2.4.1.2 Globes: All globes shall have 8 inch opening with spun aluminum collar to prevent set screws from meeting with any part of the acrylic globe. Each style of globe shall be available to purchase with or without the lantern. All mounting hardware and screws shall be stainless steel. Detailed Specifications for Street Light Installations — Part F June 2010 City of Foi-t Worth 8 2.4.1.3 If iinial is requested, the iinial shall be composed of cast aluminum & shall be fastened to the globe with machine bolt from inside the globe and shall be sealed with a silicon style adhesive. 2.4.1.4 Globe I: This globe shall be a one-piece UV resistant DR Acrylic globe equal to or greater than Dynamic Lighting Globe # A025DR-CL or Lightning Inc. Globe # FP 127. 2.4.1.5 Globe IL• This globe shall be a two piece made up of the globe and roof. The globe shall meet American Association of State Highway and Transportation Officials (ASSHTO) Type III refractive pattern with house side cut-of£ It shall be composed of clear acrylic material that is ultra-violet resistant for up to 10 years and shall be heat resistant. The globe shall be equal to or better than Dynamic Lighting globe # ARP23/AC8/T3. The globe roof shall be a vertically ribbed "Fort Worth" style with no finial. It shall be composed of clear impact-resistant acrylic material that is ultra-violet resistant for up to 10 years and shall be heat resistant. The roof shall have a one piece stainless steel band to make a single permanent assembly that is sealed with a utility grade silicone. The roof shall come with a semi-cut off reflector. The reflector shall be a one- piece aluminum assembly treated with an ALZAK process. 2.4.1.6 Globe III: This globe shall be a two-piece assembly made up of the globe and the roo£ The globe shall meet American Association of State Highway and Transportation Officials (ASSHTO) Type III or Type V refractive pattern. It shall be composed of a clear impact-resistant aciylic material that is ultra-violet resistant for up to 10 years and shall be heat resistant. The globes shall come with a house side cut-off and shall be equal to or greater than Dynamic Lighting globe A028AC-T3 or A028AGT5 Series. The globe roof shall be "Victorian" style with no finial. It shall be composed of impact-resistant acrylic material that is ultra-violet resistant for up to 10 years and shall be heat resistant. The roof shall be secure to the globe with at least 4 stainless steel screws and sealed with utility grade silicone. The roof shall come complete with a semi-cut off reflector. The reflector shall be a one-piece aluminum assembly treated with an ALZAK process. 2.4.2 Ballast shall be the regulated type designed to operate high-pressure sodium or metal halide lamps in a vertical position and manufactured by Advance Ballast & Transformers or Universal Lighting Technologies, voltage to be 120v, unless specified on each order. 2.4.3 Socicet: The Sockets shall be mounted to provide for latest requirements for the IES-ANST Standards for roadway lighting. Sockets shall be of one-piece construction, no split socket construction is acceptable. 2.4.4 Lamping: The following lamping options shall be provided. Specific lamping types and quantities shall be listed on the itemized bid sheet. Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 9 • 70 watt, mogul base, 120 volt metal halide with integral internal ballast socket combination; • 100 watt, mogul base, 120/240 volt metal halide with integral internal ballast socket combination; • 100 watt, mogul base, 120/240 volt high-pressure sodium with integral internal ballast socicet combination 2.4.5 Photo Control: A twist lock photo control receptacle shall be provided. The photo control shall fit under the globe within the fixture pod with access door hinged and fasten with an external tool less latching method and shall have a clear acrylic lens. 2.4.6 Seat and Fitter: The seat and fitter shall be cast aluminum. A neoprene gaslcet shall be provided as to help prevent dust from entering inside the globe area. 2.4.7 Finish: All metal parts (pod and seat) shall be painted with a Superpolyester Blacic powder coating. The finish shall be smooth and free of imperfections. 2.5 Post The post shall conform to the "Street Light Luminaire Detail Sheet" under Antique Style Street Light Pole detail as provided. Pole shall be patterned with 16 flutes. 2.5.1 Dimensions: The pole dimensions shall be as follows: ■ Height: 10 feet, 10 inches & 13 feet, 10 inches (as required on the itemized bid sheet); ■ Sections: Column at base - 7 inches outside diameter; Column at top — 3.5 inches outside diameter; Base at base - 20 inches outside diameter; TENON - 3 inches outside diameter & shall be 3 inches in height. Pole should be designed to withstand an 80 mph wind load. NOTE: Actual dimensions of poles to be supplied shall be included in bid submittal. 2.5.2 Material: The pole assembly shall be a one-piece heavy wall aluminum casting. The castings are to be true, smooth and clean of cast burs (inside and outside). 2.5.3 Base and Hole Pattern: The base anchor hole pattern shall conform to the "Street Luminaire Detail Sheet" as provided 2.5.4 Access Door: A removable access door shall be furnished in the base of the pole assembly, measuring at least 4 inches by 6 inches, secured #20 stainless steel tamper proof screws. A#20 ground stud shall be provided opposite the access door opening. 2.5.5 Base of Pole: The base flange shall be provided with four (4) slip holes for mounting on four anchor bolts. The base flange shall be provided with at least Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 10 an 8-inch diameter hole for conduit projection. Leveling shims will be provided. 2.5.6 Anchor Bolts: Anchor bolts shall be provided with each pole. Anchor bolts shall be galvanized steel and shall comply with the dimensional requirements as set out in the "Street Luminaire Pole Base Detail Sheet" as provided. 2.5.7 Finish: The pole shall be painted with a Superpolyester black powder coating. The iinish shall be smooth and free of imperfections. The supplier shall supply sufiicient primer and enamel for field touch-up after installation. 2.6 Conduits and Related Hardware 2.6.1 Conduit: All polyvinyl chloride conduits, including elbows and couplings shall be schedule 40 PVC or schedule 80 PVC conduit, conforming to Federal Specification W-C-1094 and Underwriters' Laboratories, Inc. Standard UL-651. All conduit sizes shall be as indicated on the plans. Only "sticic" PVC conduit will be permitted. Roll conduit is not acceptable. 2.6.2 Rigid metal: Rigid metal conduit shall be steel, hot-dipped galvanized inside and outside. 2.6.3 Weather heads shall be made of aluminum and may be the threaded or the clamp on type. 2.7 Power Lead-In Cable 2.7.1 Power lead-in cable shall be stranded THHW copper wire and suitable for A/C electric service. 2.7.2 The cable shall be capable of operating at 600 volts maximum and suitable for use at conductor temperatures not exceeding 167 F(75 C). Material and construction shall be in accordance with the applicable requirements of IMSA and NEC standards. 2.7.3 Conductors shall be stranded, anneal coated copper. Copper wire before insulating or stranding shall meet the requirements of the latest edition of ASTM B-033 (for coated wire). Stranding shall be class B, in accordance with the latest edition of ASTM B-8. 2.7.4 Insulation shall consist of cross-linked thermosetting polyethylene, meeting the requirements of IMSA and listed by UL as type USE THHW-75C. 2.8 Ground Boxes 2.8.1 General Requirements All ground boxes specified for use shall satisfy the following general requirements: 2.8.1.1 The top surface of the ground box cover shall have a minimum co-efficient of friction of 0.5. 2.8.1.2 Boxes shall be stackable for extra height. 2.8.1.3 Boxes shall be manufactured from Reinforced Polymer Concrete (RPM) composed of borosilicate glass fiber, a catalyzed polyester resin and an aggregate. Sidewalls may be reinforced polymer. Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 11 2.8.1.4 Enclosures and covers shall be able to withstand a minimum 12,000 lb. per wheel load. Load requirements shall be tested by an independent laboratory and a certification of such tests shall be supplied for approval. 2.8.1.5 All components shall be designed and tested to withstand temperatures as low as -20 F (-4 C). 2.8.1.6 The size and dimensions of the required ground boxes shall be shown on the Ground Box Details sheet in the plan set 2.9 2.10 Foundations All foundations shall be built in accordance with the requuements stated in the standard detail sheets of the plan set. All foac�zdations sli�ll be continarous pou� in place. Hardware Paint (Section 2.10 is for information only and is not applicable to this bid request since the City will be providing poles.) The contractor Specific iinish accordingly. shall supply the following primer coating and finishing coating. coat color shall be specified on each taslc order and will vary The follow descriptive names of finish coat colors are permissible within the City: ■ Bricic Red (RAL 3009) ■ Blacic Green (RAL 6012) ■ Yellow Olive (RAL 6014) ■ Grey Beige (RAL 8022) ■ Duranotic Bronze RAL (8019) ■ Black (RAL 9004) ■ Pure Aluminum (RAL 9006) 2.10.1 Primer Coating The primer coat shall be Kwal Paint #5810 G-Prime Premium Acrylic Universal Primer or approved equal. This is a 100% acrylic primer for all ty�es of surfaces, including galv�nized finishes. 2.10.2 Finish Coat The finish coat shall be Kwal paint #6300 Accupro 100% Acrylic Exterior Flat Finish or approved equal. This is a 100% acrylic finish that durable and challc resistant. The paint to be applied to existing non-galvanized street light structures shall be a durable iodized allcyd enamel with semi-gloss finish. The drying time shall be � Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 12 approximately three hours with an average dry film thickness of 1.4 mil. The paint quality shall allow for application on surfaces at temperatures as low as 20 F(7 C). 2.10.3 Hardware paint color shall as called for in the construction plans set or bid documents. 2.11 Grounding� Conductor and Groundin� 2.1 l.l The grounding conductor shall be a#8 AWG solid copper wire. The conductor shall be bonded to all ground rods. 2.11.2 Grounding rod electrodes shall be copper-bonded steel being at least 5/8 in. (15.875 mm) in diameter. All ground rods shall be 8 ft. (2.4 M). 2.12 Electric Service Center 2.12.1 Electric service center or contactor control box shall meet or exceed the product shown in Appendix A for either pole mounted or ground mounted units. 2.12.2 Vendors requesting to supply a different box tl�an the shown in Appendix A, shall submit a sample unit for review and approval by the Traffic Services Manager or his / her designee. 2.12.2 Ground mounted service centers shall be mounted on a concrete base that is 3-1/2 inches thick , and four feet by four feet square, with eight #3 bars and 6 inch long "J" hoolc anchor bolts. (See ground box apron detail for typical steel layout.) 3.0 INSTALLATION OF SREEET LIGHT COMPONENTS 3.1 Installation of Electrical Service 3.1.1 Unless otherwise noted on the plan sheets, power shall be direct wired to the appropriate phased transformer provided by the electrical service provider. This connection will only be made by authorized personnel. 3.1.2 If electrical service is required to be metered, then the Contractor shall install all electrical service connections including conduit, pole risers, meter base, brealcer box, breakers etc., in accordance with NEC standards and specifications. Installation of conduit and wire in to the electrical service provider vaults shall be per the electrical service provider's specifications. 3.1.3 Unless otherwise called for in the plans, the power connection shall be made to a 120-240 volt, single-phase, 60 cycle AC supply. All wiring shall be done in accordance with NEC. 3.2 Installation of Conduit 3.2.1 The conduit size will generally be specified on the street light plan sheets or task work order. 3.2.2 The Contractor shall provide and install underground cable facilities required to complete the construction plan set. The Contractor will be required to coordinate with all local utility companies, long distance communication companies, City utilities, railroad companies, and Dig Tess, if applicable, to ascertain exact locations of conflicting underground services. Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 13 3.2.3 The location of conduits and ground boxes are diagrammatic only and may be shifted by the Inspector to accommodate field conditions. 3.2.4 When boring is used for under pavement conduit installations, the maximum allowable overcut shall be 1 in. (25 mm) in diameter. 3.2.5 When conduits are bored, the vertical and horizontal tolerances shall not exceed 18 in. (457 mm) as measured fi•om the intended target point. 3.2. 6 The zrse of cr pnezrmatically c�riven device for pzrnchr'ng holes beneath the pczvement (commonly knotit�n as a"missile') will not be permittecl uncler streets or roaclwcrys on crny street light instcallcrtion p�°ojects. Boring shall be done by arse of directional boring mcrchinery. 3.2.7 The contractor shall place duct seal or foam (maximum of 3 inches) at the ends of all conduit where conductors and/or cables are present. 3.2.8 New Conduit 3.2.8.1 Unless otherwise shown on plans or standard detail sheets, all underground conduit shall be schedule 40 PVC conduit except if the conduit is to be placed under a roadway at a depth of less than 24 inches (600 mm), then the conduit shall be schedule 80 PVC. All conduit or raceways above ground shall be rigid metal. All conduit and fittings shall be of the sizes and types shown on the plans. Each section of conduit shall bear• evidence of approval by Underwriter's Laboratories. 3.2.8.2 Conduit terminating in posts or pedestal bases shall not extend vertically moz•e than 3 inches (76 mm) above the concrete foundation. Field bends in conduit shall have a minimum radius of 12 diameters of the nominal size of the conduit. 3.2.8.3 Exposed vertical conduit shall be galvanized rigid metal, and reamed and couplings made tight. PVC conduit shall be joined by the solvent-weld method in accordance with the conduit manufactLu•er's recommendations. No reducer couplings shall be used unless specifically indicated on the plan sheet. 3.2.8.4 All rigid conduit and fittings shall have burrs and rough places smoothed and shall be clean and free of obstructions before the cable is installed. Field cuts shall be made with a hacicsaw or four wheel pipe cutter only and shall be squat•e and true so that the ends will butt or come together for the full diameter• thereof. In no case shall a cutting torch be used to cut or join conduit. Slip joints or running tlueads will not be pei�rnitted for coupling conduit unless approved by the Inspector. When a standard coupling cannot be used, an approved union coupling shall be used and shall provide a water-tight coupling between the conduit sections. 3.2.8.5 All couplings shall be properly installed to bring their ends of connected conduit together to produce a good rigid connection throughout the entire length of the conduit run. Where the coating on a rigid metal conduit run has been damaged in handling or installation, such damaged parts shall be thoroughly painted with rust preventive paint. Ends of conduits shall be capped or plugged until installation of the wire is complete. Upon request Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 14 by the Inspector, the Contractor shall draw a full-size metal wire brush, attached by swivel joint to a pull tape, through the metal conduit to insure that the conduit is clean and free from obstructions. Conduits shall be placed in an open trench at a minimum 24 in. (600 mm) depth below the curb grade in the sidewalk areas, or 18 in. (450 mm) below the finished street grade in the street area. 3.2.8.6 Conduit placed for concrete encasement shall be secured and supported in such a manner that the alignment will not be disturbed during placement of the concrete. No concrete shall be placed until all of the conduit ends have ' been capped and all box openings closed. 3.2.8.7 PVC conduit, which is to be placed under existing pavement, sidewalks, and driveways, shall be placed by first providing a void through which the PVC conduit shall be inserted. The void may be made by either boring or jacking a mandrel. Heavy jacics are to be used for jacicing. Use of water or other fluids in connection with the boring operation will be permitted only to lubricate cuttings. Water jetting will not be permitted. 3.2.8.8 If it is determined by the Inspector that it is impractical to place the conduit by boring as outlined above due to unforeseen obstructions, written permission may be granted by the Assistant Director of Transportation and Public Worlcs Department over Infrastructure for the Contractor to cut the existing pavement. Pits for jacicing and boring shall not be closer than 2 ft. (600 mm) to the back of the curb or the outside edge of the shoulder. The jacking and boring method used shall not interfere with the operation of streets, highways, or other facilities, and shall not weaken or damage any embanlcment structure, or pavement. 3.2.8.9 Backfill - Compaction & Density Test for All Ditchlines The Inspector shall be notified prior to commencing any backfill of all trench lines. All ditchlines within paving areas of existing and proposed streets and within 2 ft. (600 mm) back of curb are to be mechanically tamped. All tamping is to be density controlled to 90% standard proctor density at optimum moisture content and no greater than 5% optimum or less than 2% below optimum. All backfill material is to be select native material, 6 in. (150 mm) diameter clods and smaller. It is permissible to put backfill in 6 in. to 8 in. (150 mm to 400 mm) lifts with densities being taken for each lft. (300 mm) of compacted material on offsetting stations of 50 ft. (15.9 M). '''' Note: All excavated matericzl, not required for bac�ll, shall be prorrZptly , �emoved and disposed of by the Contr•actor, outside the limits of the project. The tit�ork site sl�all be kept clean and neat at all times crt no �� atlditional cost io the city. The inspector may pr•ovide access to a city o��ned location to deposit debris. 3.2.8.10 The Contractor shall provide adequately bent conduit and shall properly Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 15 excavate so as to prevent damage to the conduit or conductor by a bend radius that is too short. 3.2.8.11 All conduit runs shall be continuous and of the same material (metal only or PVC only). Where tying into existing conduit, the Contractor must continue with the same material (metal to metal or PVC to PVC). 3.2.8.12 Each length of galvanized rigid metal conduit, where used, shall be reamed and threaded on each end and couplings shall be made up tight. White-lead paint or equal shall be used on threads of all joints. Metal conduit and iittings shall have the burrs and rough places smoothed. Where the coating on a metal conduit run has been damaged in handling or installation, such damaged parts shall be thoroughly painted with rust preventive paint. 3.2.9 Existing Conduit 3.2.9.1 Prior to pulling cable in existing underground conduit, the conduit shall be cleaned with a mandrel or cylindrical wire brush and blown out with compressed air. If conduit appears to be blociced, the Contractor shall malce an attempt to clear the conduit by rodding (The Connactor will not receive extra compensation for rodding). 3.2.9.2 If the existing conduit cannot be used, the Contractor may be required to repair and/or replace this conduit as directed by the Inspector. 3.2.9.3 The Inspector shall be notified prior to disconnection or removal of any existing cable. 3.3 Installation of Cable 3.3.1 General 3.3.1.1 Cables shall be installed in conduit unless indicated as an "overhead" cable run. Conduit must be continuous, reasonably dry, completely free of debris, and without sharp projections, edges, or short bends. If required by the Inspector, the Contractor shall demonstrate that the conduit is diy and free of debris by pulling a swab and/or mandrel through the conduit. The conductors shall be installed in a manner so as to insure against harmful stretching of the conductors or damage to the insulation. Installation methods shall conform to the recommendations of the cable manufacturer. The Contractor shall furnish, at the request of the Traffic Services Manager a copy of the manufacturer's recommendations, which shall include methods of attaching pull cable, pulling tension per conductor size and per radius of conduit bend, and the type of lubricant to be used. 3.3.1.2 All cables in a given conduit ilin shall be pulled at the same time and the conductors shall be assembled to foi�rn one loop in such a manner that the pulling tension is equally distributed to all the cables. Long, hard pulls will necessitate the use of pulling eyes. For short runs, the cables may be gripped directly by the conductors by forming them into a loop to which the pull wire or rope can be attached. The insulation on each conductor shall be removed before the loop is formed. The method used will depend on the anticipated maximum pulling tension in each case. Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 16 3.3.1.3 In existing conduit where new cables are to replace existing cables, the exit cables may be used to pull in the new cables. At locations where new cables are to be added to existing cable runs, the existing cables shall first be pulled out, the new cables are to be added to the existing cables to form one cable pull. Installation and removal shall be done in such a way as to prevent damage to the existing and/or new cables. In the event of damage, the Contractor shall bear the responsibility of providing the material and labor for replacement of defective cables at no extra cost to the City. 3.3.1.4 All conduit runs shall be measured accurately and precisely for determining cable lengths to be installed. Conduit measurement shall take place in the presEnce of the Inspector. The Inspector shall record all cable measurements and include the distances on an as-built drawing. In locations where new cables are to replace existing cables, the Contractor may use the removed cables as a measuring device to determine the lengths of the new cables to be installed. However, this does not relieve the Contractor of his responsibility to record accurate measurements of all cable lengths. 3.3.1.5 The manufacturer's recommended maximum pulling tensions shall not be exceeded under any circumstances. If so required by the Inspector, the Contractor shall insert a dynamometer in the pull wire as the cables are being pulled into the conduit to demonstrate that the maximum tensions are not being exceeded. The cable shall be fed freely off the reel into the conduit without malcing a reverse curve. At the pulling end, the pull wire and cables shall be drawn from the conduit in direct line with the conduit. Sheaves or other suitable devices shall be used as required to reduce any hazards to the cable dLuing installation. The cables shall be adequately lubricated to reduce friction and further minimize possible damage. Such lubricants shall not be the grease or oil type used on lead sheathed cables, but shall be one of several commercially available wire pulling compounds that are suitable for PVC sheathed cables. They shall consist of soap, talc, mica, or similar materials and shall be designed to have no deleterious effect on the cables being used. 3.3.1.6 Cables shall be neatly trained to their destinations. The Contractor shall adhere to the cable manufacturer's recommended values for the minimum bending radii to which cables may be bent for permanent training during installation. These limits do not apply to conduit bends, sheaves, or other curved surfaces around which these cables may be pulled under tension while being installed. Larger radius bends are required for such conditions. 3.3.2 Wire and Cable All wire and cable shall conform to the requirements shown in the plans, except wire and cable specifically covered by other items of this contract. 3.3.3 Circuit Control Wiring 3.3.3.1 Wiring for the contactor control cabinet shall consist of (1) power and field wires, (2) ground wires, (3) photo-controls and (5) contactor wires to their Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 17 respective terminals in the cabinet. Wiring for• the controller shall be completed as shown on the Street Luminaire Electrical Connection Details and in the instructions furnished with the controller by the manufacturer. 3.3.3.2 All field wiring in the contactor control cabinet shall be neatly installed. Incoming cables shall be trained to their destination and neatly laced together. 3.3.4 Luminaire Wiring (contactor to each pole pier) 3.3.4.1 Conductors shall run as follows: • Four unbroken electrical cables shall run from the contactor to each pole pier for circuit lighting, or three electrical cables from the transformer connection to a single light standard. • Each cable shall have the color jaciceting as required on the Street Luinaire Electrical Connection Details. 3.3.5 Luminaire Wiring (pole base to luminaire) Two (2) cables shall run from pole base up to the luminaire in each pole. All connections will be made above ground. The grounding conductor shall be connected to the ground lug in the pole hand hole. A 7 amp in-line fuse shall be required for the positive conductor in the base of the pole. 3.3.6 Terminals The ends of all stranded wires fi�om the luminaires shall be twisted at least three turns and wire nut applied in the base of the lighting structure. 3.3.7 Splices 3.3.7.1 Splices are strictly prohibited inside conduit runs and, if made in ground boxes, must be made water tight. All splices shall be made only at locations that are specified in the plans. 3.3.7.2 Splicing methods shall be in accordance with good electrical practice and the cable manufacturer's recommendations. All materials used shall be of high quality and specifically intended for this puipose. Cables shall be trained to their final position and cut to proper lengths. The cable's jacket and insulation shall be removed as required. When doing this, use proper care to insure against nicldng the conductors. The connection shall be installed tightly and all burrs, rough edges, etc. shall be removed. If wire nuts are used to secure the connection, then only "Scotchlock" brand connectors shall be utilized. No more than two (2) wires shall be spliced together using "Scotchlocic" connectors and the wire shall be twisted. If more than two (2) wires are connected, then a split-bolt connector or mechanical clamp shall be used. All splices involvin�grounding conductors shall be made by twistin� the cables together, ap�lvin�; solder then wrappin� the connection with r�een electrical tape. Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 18 Heating the connection with a direct flame will not be permitted for cable , gau�e less than #14. Approved thermo-setting materials shall be used to provide a watertight seal. 3.3.7.1 The Inspector may select at random at least five (5) splices to be thoroughly inspected. The Contractor shall, in the presence of the Inspector, sectionalize each selected splice to expose the various layers of ' materials and the connector. These splices shall be thoroughly checiced for ' compliance to these special provisions. Each splice shall then be remade by the Contractor. This work shall not require extra payment, but is ' considered subsidiary to other items in the Contract. All of the splices selected for this inspection shall conform to the requirements of these special provisions. If any splices fail to meet these requirements, then ten more splices shall be selected at random by the Inspector far examination. 3.4 Ground Boxes All ground boxes shall be installed according the standard construction detail sheet. The cost of installing ground boxes shall be complete and in place, including the concrete apron. 3.5 Groundin� 3.5.1 There shall be a properly installed and connected ground rod for each controller cabinet, power drop and street light pole pier to reduce any extraneous voltage to a safe level. The ground rod shall be located so as to minimize the length of the grounding-conductor run. For pole-mounted cabinets a grounding rod and grounding conductor shall be installed at the nearest foundation or ground box. All grounding circuits shall be substantial and permanent and shall be electrically continuous with an ohms-to-ground resistance not to exceed 10 ohms when tested by volt-ohm-meter. 3.5.2 Grounding Connectors and Electrodes 3.5.2.1 When the location precludes driving a single ground rod to a depth of 8 feet (2.4 m), or when a multiple ground rod mat�iY is used to obtain the required resistance to ground, ground rods shall be spaced at least six feet apart and bonded by a minimum No. 6 AWG copper wire. 3.5.2.2 Connection of grounding circuits to grounding electrodes shall be by devices that will ensure a positive, fail-safe grip between the conductor and the electrode (such as lugs or pressure connectors). No splice joint will be permitted in the grounding conductor. 3.5.2.3 Each grounding rod shall be driven into the ground to a depth sufiicient to provide the required resistance (10 ohms) between electrodes and ground. 3.6 Concrete Foundations for Li�htin� Structures 3.6.1 All foundations shall be staked or flagged by the contractor Inspector prior to excavation. 3.6.2 Concrete foundations for street light structures shall be located so that the closest face is a minimum of 2 ft. (600 mm) from the face of the nearest vertical curb. The Contractor shall probe before eYcavating foundations to determine the Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 19 location of utilities and structures. Foundations shall be paid for once, regardless of extra work caused by obstructions. The Contractor shall furnish all supplementary items necessary for proper foundation installation. 3.63 Excavation for all foundations shall be done in accordance with lines and depths indicated on the standard detail sheets of the plan set. All loose material shall be removed from the excavation before concrete is placed. Any water shall be removed by pumping or bailing. The use of explosives will not be permitted. 3.6.4 Foundations shall be constructed to the dimensions shown on the plans. The Contractor is required to malce certain that the top of the finished foundation is level and formed. Anchor bolts and conduits shall be held rigidly in place by a template until the concrete is set. All foundations shall be continuous pour concrete. A mechanical vibrator shall be used for compacting and worlcing the concrete. After the concrete has been placed and the top strucic off, it shall be covered with wet cotton or burlap mats or other appropriate form of curing, for not less than 96 hours. All bracing and templates for anchor bolts shall remain in place for 96 hours after the concrete is poured. During that time, the anchor bolts and conduit shall not be subjected to any applied strain. Transformer bases shall not be installed on any foundations until approval has been given by the Inspector. 3.6.5 Bacicfill shall be tamped with mechanical tamps in 6 in. (150 mm) layers to the density of the surrounding ground. Where excavation is made in the roadway shoulder, the shoulder shall be replaced with material equal to the oi-iginal composition. 3.6.6 All excavated material, not required for bacicfill, shall be promptly removed and disposed of by the Contractor, outside the limits of the project. The worlc site shall be kept clean and neat at all times at no additional cost to the city. The inspector may provide access to a city owned location to deposit debris. 3.6.7 No concrete shall be placed when the atmospheric temperature drops below 40° F (4° C) (temperature reading talcen in the shade away from artificial heat) unless permission to do so is given by the Inspector. 3.6.8 Pole anchor bolts shall be aligned to be parallel to the tangent of the street curb that the pole is intended to serve. 3.6.9 Tubing used to form pole foundations shall not be visible and all exposed concrete shall be finished with vinyl concrete patch mix to provide a smooth quality finish with all voids filled and no aggregate exposed. The cost of the worlc shall be included in the unit bid price for this item. 3.7 Installation of Li�hting Structures 3.7.2 The Contractor shall install all structures in accordance with the plans. Deviation fiom the plans because of physical obstructions, such as overhead utilities to fit a relocated foundation, shall be worlced out with the Inspector and approved prior to installation. Poles shall have nuts, locic washers and flat washers on top and bottom of the pole base plate. Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 20 3.7.2 Transformer bases for poles, if required, shall be leveled and tightly secured to the foundation before the structure is placed on the base. If shims are required for leveling, total shim height shall not exceed 1/2 in. (127 mm). Foundation anchor bolts shall extend a minimum of 1 in. (25.4 mm) through each nut in the base. 3.7.3 Except as modiiied herein, erection of lighting structures shall be in accordance with the applicable specifications and standards of the AISC Manual of Steel Construction. Erecting equipment shall be suitable for the worlc and shall be in proper working condition. Parts that cannot be assembled or fitted properly as a result of errors in fabrication or deformation due to handling or transportation shall be reported immediately to the Inspector. Straightening of plates and angles or other shapes shall be done by approval of the manufacturer. No coi�rections will be allowed that will void the manufacturer's warranty. A letter from the manufacturer approving the corrections shall be required or the material may be rejected by the Inspector. 3.7.4 The steel sti2tcture frame shall be lifted as shown in the manufacturer's specifications and all match marking shall be followed. Temporaiy bracing shall be used wherever necessary to support all loads to which the structure may be subjected, including equipment, operation, and material loading. Such bracing shall be left in place as long as may be required for safety. The various members, after being assembled, shall be aligned and adjusted accurately before being fastened. Fastening of splices on compression members shall be done after the abutting surfaces have been brought completely into contact. No welding or bolting shall be done until the structures have been properly aligned. 3.7.5 Bearing surfaces, and surfaces which will be in permanent contact with each other shall be cleaned before the members are assembled. Bearing plates shall be set in exact position and shall have a full and even bearing upon the concrete. As erection progresses, the work shall be bolted to talce care of all dead load, wind and erection stresses. All erection bolts used in welded construction may be tightened securely and left in place. If removed, the holes shall be filled with plug welds. 3.7.6 Field bolting shall be in accordance with the requirements specified for shop fabrication. Untrue holes shall be corrected by reaming. Where the surface of a bolted part has a slope of more than 1:20, a beveled washer shall be used to compensate for the lack of parallelism. Bolt heads and nuts shall be drawn tight against the work with a suitable wrench not less than 15 inches long. Bolt heads shall be tapped with a hammer while the nut is being tightened. 3.7.7 Bolted parts shall fit solidly together when assembled and shall not be separated by gaslcets or any other interposed compressible material. When assembied, all joint surfaces, including those adjacent to the bolt heads, nuts, or washers, shall be free of scale, except tight mill scale, and shall also be free of buirs, dirt, and other foreign material that would prevent solid seating of the parts. Each fastener shall be tightened to at least the minimum bolt tension as recommended by the pole manufacturer using ASTM A325 or A490 bolts for the size of fastener used. Threaded bolts shall be tightened with properly calibrated wrenches or by the "turn-of-nut" method. Bolts may be installed without hardened washers when tightening takes place by the "turn-of-bolt" method. Any bolt tightened by the calibrated wrench method (or by torque control) shall have a hardened washer Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 21 under the element (nut or bolt head) turned in to a point not closer than 7/8ths of the bolt diameter from the center of the washer. 3.7.7 Field Painting of Structures: 3.7.7.1 Surfaces where the shop coat of paint has been damaged shall be retouched after installation. The cleaning, pretreatment, and priming of welds and the areas adjacent thereto shall be done promptly after the acceptance of the weld. Care shall be talcen to properly mask signs and lantern glass to keep paint from splashing onto these components. Masking shall be removed after completion of the painting process. A sufficient number of paint coatings shall be applied to each structure to result in a unifoi�rn finish once completed. All structures shall be air blasted using high-pressure air to remove peeled paint and dust prior to application of primer coat. 3.7.8 Where poles and/or mast arms exist on raised foundations that are to be removed and installed on new foundations, the Contractor shall store these poles, arms, street lights, and wiring until they can be installed on their new foundations. 3.8 Installation of Luminaires 3.8.1 Luminaires shall be securely tightened immediately after the assembly has been installed. If any assembly is found to be loose or asymmetrical in any manner, the Contractor shall be required to remove and rebuild the street light head assembly to the satisfaction of the Inspector. 3.8.2 The Contractor shall mount luminaires level and plumb. 3.8.3 No exposed cable or wiring wiil be permitted. 4.0 PRESERVATION OF LANDSCAPING, SPRINKLER SYSTEMS, AND PRIVATE PROPERTY 4.1 The Contractor shall assume full responsibility for the preseivation of existing landscaping (sod, shrubbery, trees, and etc.), sprinlcler systems, and/or other private property at the site during the installation of items in this contract document. Damaged landscaping, sprinkler systems, and/oi• other private property shall be replaced within a reasonable time by the Contractor, at his own expense, to the satisfaction of the Inspector. 4.2 No trees or shrubbeiy shall be cut except upon the specific authority of the Inspector. �.3 Removal of mailboxes in the way of consti�uction requires 48 hours advance notice to the post office. 5.0 REMOVAL OF MISCELLANEOUS ITEMS 5.1 Removal and Salva�g of Existin�Lighting Equipment 5.1.1 All salvage materials will be delivered by the Contractor to the City at a locations designated by the Inspector. The Inspector, assisted by authorized representatives, will serve as the receiving agent for salvage material. Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 22 5.1.2 The Contractor will ship and handle all salvage material in a manner so as to prevent damage to these items. Luminaires will be removed from poles prior to shipping. All screws will be tightened into their respective slots to prevent loss during shipping. 5.1.3 The Inspector will identify existing damage to salvageable material and mark damaged items in the iield before they are delivered to the City yard. If damage to material is the fault of the Contractor, he or she will have three (3) working days to make repairs or supply lilce items, at his/her expense, for damaged items. If the Contractor fails to repair or replace damaged items in said time, the City may charge the Contractor for the assessed value as determined by the Traffic Services Manager or designee. 5.2 Removal and Replacement of Curbs and Walks 5.2.1 Contractor shall secure permission from the Inspector before cutting into or removing any wallcs or curbs, which might be required during construction. 5.2.2 If it is agreed that a sidewallc must be cut and removed, then the concrete must be sawed and broken out and then restored to an equal or better condition than the original. 5.3 Removal of Foundations All foundations subject to removal (as indicated on the plans) shall be razed to a level at least 12 inches below the ground surface if the foundation subject to removal is located within a sidewalk, the foundation shall be removed to a depth equal to or greater than the thickness of the walkway. Once the foundation is removed, the ground surface shall be restored to surrounding conditions. 5.3 Removal of Ground Boxes If the construction plans call for the removal of abandoned ground boxes, then the hole remaining from ground box removal shall be filled and the ground surface shall be restored to surrounding conditions. Any conduit elbows found in the ground box to be removed shall be cut back to a minimum of 12 inches below the natural ground surface. 6.0 SAMPLING AND TESTING 6.1 General Notes 6.1.1 Initial testing of all materials, construction items, or products incorporated in the work will be performed at the direction of the City and at the expense of the Contractor, including initial compaction and density tests deemed necessaiy in connection with the construction of embankment, bacicfill of structures, or excavation. 6.1.2 In the event that a material, construction item, product incorporated in the work, embanlcment, backfill, excavation or any other item tested, fails to satisfy the minimum requirements of the initial test described above, appropriate prove-out tests shall be made as directed by the Inspector to determine the extent of the failure and to verify that corrective measures have brought the item up to Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 23 specification requirements. The cost of all testing necessary to determine the extent of the failure and the adequacy of the corrective measures shall be the responsibility of the Contractor. 6.1.3 The failure to require tests of materials by the Inspector shall in no way relieve the Contractor of his responsibility of furnishing materials conforming to these specifications. 61.4 Tests, unless otherwise specified, shall be made in accordance with the latest methods of the ASTM or other approved test methods. The Contractor shall provide such facilities, as the Inspector may require, for the collecting and forwarding of samples and shall not use the materials represented by the samples until tests have been made. The Contractor shall furnish adequate samples without chal ge. 6.2 Concrete All concrete materials, reinforcing steel, and preparation shall be in accordance with the requirements of the City Standard Specifications for Street and Stoim Drain Construction. 6.3 Cables 63.1 The Traffic Services Manager or designee may require that all cables be checiced for insulation resistance upon installation and prior to termination. The tests shall be made with a test set operating at a minimutn of 500 volts DC applied to the conductors. 6.3.2 Each conductor in the multi-conductor street light cables shall be tested for insulation resistance relative to each other and to the outer covering of the cable. The minimum acceptance value for insulation resistance shall be one meg-ohm. 7.0 WARRANTIES/GUARANTEES 7.1 The Contractor guarantees all worlc performed and materials furnished under this project for a period of twenty-four (24) months following the date of final acceptance. In addition, the Contractor shall furnish any normal manufacturer wananties with effective beginning dates the same as the date of the project acceptance. 8.0 STREET LIGHT MAINTENANCE DURING CONSTRUCTION 8.1 While performing worlc under this contract, the Contractor bears the sole rislc of loss for damages to or destruction of any lighting equipment or appurtenances, on equipment that was not to be replaced or installed under this Contract, but which was damaged or destroyed through the fault or negligent acts of the Contractor. The Contractor shall replace such damaged or destroyed equipment, etc., at no cost to the City, regardless of whether or not the damaged or• destroyed equipment, etc., was a part of this contract or any war�anties under this contract. The Contractor's responsibility shall cease under this paragraph upon written acceptance of a street lighting project by the City. 8.2 The Contractor's responsibility for full operation and maintenance of all lighting equipment shall begin when he starts any type of work which effects operations of existing lighting systems and shall extend through the period of final project acceptance. Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 24 This maintenance responsibility includes e�sting cabling systems, existing lighting systems — including lamps, new controllers, new hardware, new cabling systems, and other hardware elements which are considered part of either the existing or the new lighting system. � 83 It is recognized that the City may continue to make a first response to any trouble call. Action on such response will, however, be limited to determining the cause of the problem, and notifying the contractor of the problem. Such action will in no way relieve the Contractor of his operation and maintenance responsibility. 8.4 The Contractor shall be required to notify the Inspector or Traffic Services Division at least 24 hours in advance of any planned change-outs or any other field repairs. 9.0 PERMITTING AND BARRICADE REQUIREMENTS 9.1 The Contractor shall be required to obtain a Street Use Peimit from the Street Management Section of the Traffic Engineering Division, 311 W 10�' St. A copy of the typical traffic control set-up shall be supplied with the permit submittal request. The contractor shall supply a typical traffic control set-up in accordance with the MUTCD. 9.2 If the Inspector discovers that the Contractor has failed to comply with applicable federal and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, lights, signs, or other precautionary measures for the protection of persons or property), the Inspector may order such additional precautionary measures be taken to protect persons and property. (7'he contractor will not be compensuted for this adc�itioncrl requirement.) 9.3 In addition, the Contractor shall be held responsible for all damage to worlc items and other public or private property due to the failure of warning devices, barricades, signs, lights, or other precautionary measures in protecting said property. Whenever evidence is found of such damage, the Inspector may order the damaged portion immediately removed and replaced by the Contractor at his expense. 9.4 Subject to the approval of the Inspector, portions of this project, which are not affected by or in conflict with the proposed method of handling traffic or utility adjustments, can be constructed during any phase. 9.5 Barricades and signs shall be placed in such a manner as to not interfere with the sight distance of drivers entering the street fiom driveways or side streets. To facilitate shifting, barricades and signs used in lane closures or traffic staging may be erected and mounted on portable supports. The design of these supports are subject to the approval of the Inspector. 9.6 The cont�actor shall provide and maintain flaggers at such points and for such periods of time as may be required to provide for the safety and convenience of public travel and contractor's personnel, and as shown on the plans or as directed by the Inspector. These flaggers shall be located at each end of the lane closure and shall be properly attired. The two flaggers shall be in two-way radio contact with each other at all times. Paddles will be required for this project. 9.7 The contractor will not be permitted to commence work on the road before sunrise and shall arrange his worlc so that no machinery or equipment shall be parked closer than 30 ft. (9.14M) to the traveled roadway after sunset except as authorized by the engineer. Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 25 9.8 The contractor shall lceep traveled surfaces used in his hauling operation clear and free of dirt or other material. 9.9 The use of rubber-tired equipment will be required for moving dirt and other materials along or across paved surfaces. 9.10 No lane closures on arterial class roadways will be allowed prior to 9:00 a.m. or after 4:00 p.m., Monday thru Friday unless otherwise directed by the Inspector. 10.0 QUANTITIES 10.1 The quantities listed on the Bid Solicitation page are merely estimates based on past expenditures. The City does not guarantee a specific amount of services will be requested or any future purchases. 10.2 The City is obligated to pay for only those materials and services actually ordered by an authorized City employee and then received as required by the City. Detailed Specifications for Street Light Installations — Part F June 2010 City of Fort Worth 26 APPENDIX GC-4.01 Availability of Lands � Norre GC-4.02 Subsurface and Physical Conditions � None GC-4.04 Under•ground Facilities • See Plans GC-4.06 Hazardous Environmental Condition at Site • None GC-6.06.D Minority and Women Owned Business Enterprise Compliance • MWBE for•ms o Subco�ztractor/Saipplier Utilzzation Form o Prime Contractor Waiver Forrn o Good Faith Effort Fornz o Joint T�entarre Eligibility Forry2 GC-6.07 Wage Rates GC-6.09 Permits and Utilities <Provide all Ci,ty obtained Permits crvailable ut the tinae of�lclver�tisente��t> GC-6.24 Nondiscrimination • Forr�Z PR-1273, "Federal Requireme»ts for Federal-Aid Co��str�uction Contracts " GR-01 60 00 Product Requirements <Provide City's current Standarcl Product Lrst> CITY OF FORT WORTH NE�iR EAST SIDE URBAN l�ILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ.• 0902 d8 825 Revised July l, 2011 CITY PROJECT NO. 00706, DOE: 6058 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 NEAR EAST SIDG URBAN VILLdGG CSJ: 0902 d8 825 CITY PROJECT NO. 00706, DOE: 6058 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH NEAR EAST SIDL URBAN PILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ.• 0902 d8 825 Revised July l, 2011 CITY PROJECT NO. 00706, DOE: 6058 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH NEAR LAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ.• 0902 48 825 Revised July 1, 2011 CITY PROJECT NO. 00706, DOE: 6058 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH NEAR L'AST SIDE U2BAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ.• 0902 48 825 Revised July I, 2011 CITY PROJECT NO. 00706, DOE: 6058 GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Juty 1, 2011 NEAR EAST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058 Q M � � � � z � W � � = a U � ¢ xL� N["' W 0 � � � N i d Q a N � � � � � 1 N L �O � � i�+ V L W Q � m � � � Q � ❑ m .:Z � � �F. � Q: � 'a � � :.i N � � 0 F� Z W � � � O U J � i� w m 0 N d � a` � w � rn � o y h ;� � y U � '�- C Q � ++ ,a; o V C � d W � � = GNi � q � � c � •�'' O � 5 �o � � 0� • a � ,O F- � H ,� o � a ou' � • .� c� o e � � �' � z d � o •� u O � � � � E �- � ~ � � � ° � V � � w w t� � � v � .0 � H z � o 'o � U � a O ._ >- w a � � a a � o d � z z v� `' � � w w w � � a a n�. a M O O M h � � L� Q M � � �. 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'f "'� � _• '3 rR. �sh7"�� [t �� t��' �'F' 'b..� i �" Fj4 x g �Z` � ��` �' �� < � $ i 1"�'� '�.� ,t � c� �`' � N� �i€� `r . � '�� .��r� �� '�.� �, � �k• ..,yFF ., :� � - � �� . �� . ��, r� "" .� [ � � _,. .. .e �� 1,- � . 4� .�.'.H _ . . . f-�: . 't � A`. t � . � ,.'T� a - - ATTACHMENT 1B Page 1 of 1 City of Fort Worth Disadvantage Business Enterprise Specifications Prime Contractor Waiver Near East Side Urban Villaqe Prime Company Name Project Name Bid Opening Date Citv Proiect No. 00706, DOE: 6058, CSJ: 0902 48 825 Project Number If both answers to this form are YES, do not complete ATTACHMENT 1C(Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if �th answers are yes. Will you perForm this entire contract without suppliers? Yes No If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work perFormed by all subcontractors, including DBE(s) on this contract, the payment therefore and any proposed changes to the original DBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Title Company Name Address C itylState/Zi p Printed Signature Contact Name (if different) '�•�- ► _,�•-� Fax Number Email Address Date Rev. 5/30/03 Will you perform this entire contract without subcontractors? Yes No If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. ATTACHMENT 1C Page 1 of 3 FO RT �VO RT H City of Fort Worth ; Disadvantage Business Enterprise GOOD FAITH EFFORT Prime Company Name Bid Date City Project No. 00706 Near East Side Urban Villaqe DOE: 6058 CSJ: 0902 48 825 Project Name Project Number If you have failed to secure DBE participation and you have subcontracting and/or supplier opportunities or if your DBE participation is less than the City's project goal, you must complete this form. If the bidder's method of compliance with the DBE goal is based upon demonstration of a"good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications.' 1.) Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST NAMES OF FIRMS which will be used in the completion of this project, regardless of whether it is to be provided by a DBE or non-DBE. On Combined Projects, list each subcontracting and or supplier opportunity through the 2"d tier. (Use additional sheets, if necessary) List of: Subcontractinq Opportunities List of: Supplier Opportunities 2.) Obtain a current (not more than three (3) months old from the bid open date) list of DBE subcontractors and/or suppliers from the City's M/WBE Office. Rev. 5/30/03 ATTACHMENT 1C Page 2 of 3 Yes No Date of Listing / 3.) Did you solicit bids from DBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes If yes, attach DBE mail listing to include name of firm and address and a dated No copy of letter mailed. 4.) Did you solicit bids from DBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes If yes, attach list to include name of DBE firm, ep rson contacted, No phone number and date and time of contact. NOTE: A facsimile may be used to comply,with either 3 or 4, but may not be used for both. ff a facsimile is used, 'attach the fax confirmation, 'which is to ' provide DBE name, date, time, fax number and documentation faxed. NOTE: if the list of DBEs for a particular subcontracting/supplier opportunity is ten or less, the bidder must contact the entire list to be in compliance with questions 3 and 4. lf the list of DBEs for a particular subcontracting/supplier opportunity is ten or more, the bidder must contact atleast two-thirds of the list within such area of opportunity, but not less than ten to be in compliance with questions 3 and 4. 5.) Did you provide plans and specifications to potential DBEs or information regarding the location of plans and specifications in order to assist the DBEs? Yes No 6.) Submit documentation if DBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the DBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the bidder will provide for confidential in-camera access to a inspection of any relevant documentation by City personnel. Please use additional sheets, if necessa , and ati Company Name Telephone Contact Person Scope of Work ADDITIONA� INFORMATION: Reasonfor Rev. 5/30/03 ATTACHMENT 1C Page 3 of 3 Please provide additional information you feel will further explain your good and honest efforts to obtain DBE participation on this project. The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the DBE(s) listed was/were contacted in good faith. It is understood that any DBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Title Company Name Address Printed Signature Contact Name and Title (if different) Phone Number Fax Number Email Address Rev. 5/30/03 City/State/Zip Date ATTACHMENT1C Page4of3 Rev. 5/30/03 Joint Venture Page 1 of 3 CITY OF FORT WORTH JOINT VENTURE ELIGIBILITY FORM AA r�uestions nusst be nnswered; ttse "NA" if upplicnble. Name of City project: Near East Side Urban Village A joint venture form must be completed on each project RFP/BidlPurchasing Number: 1 _ .Tnint ventnre inf�rmati�n: Joint Venture Name Joint Venriire Address (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach exira sheets if additional space is required to provide detailed explanations of work io be performed by each firm comprising the 'oint venture DBE Tirm Non-DBE firm name• name: Business Address: Business Address: City, State, Zip: City, State, Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Sco e of work erformed b the Joint Venture: Describe the sco e of work of the DBE: Describe the sco e of work of the non-DBE: Rev. 5/30/03 Joint Venture Page 2 of 3 3. What is the percentage of DBE participation on this joint ventui•e that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete if this info�roaatiorz is desc�•ibed in joint vent:�r�e agreernent) Proft and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating - ----------�-----------------------------------------�- b. Marketing and Sales -------------------------------------------- c. Hiring and Firing of management personnel -------------------------------------------------- d. Purchasing of major equipment and/or supplies Supervision of �eid operations The City's Disadvantage Business Enterprise Office will review your joint venture submission and will have final approval of the DBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's DBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's DBE Program. Rev. 5/30/03 Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessaiy to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract which may be awarded under the provisions of this joint venhu�e's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements_ or willful misrepresentation of facts. - -- - - - ------------------ - - - - - - - - - ------------------------------------------------------------------------- Name oF DBE firm � Name of non-DBE firm Printed Name of Owner Signature of Owner Printed Name of O�mer Signature of Owner Title Date Printed Name of Owner Signahire of Owner Printed Name of Owner Signature of Owner Title Date Notarization State of County of On this day of , 20 , before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires _ (seal) Rev. 5/30/03 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH NGdR EAST SIDE URBAN VILLAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CSJ: 0902 48 825 Revised July 1, 2011 CITY PROJECT NO. 00706, DOE: 6058 City of �'ort Worth, Texas �illayor and Council Communication COUNCIL ACTIDN: Approved an 7/8/2008 DATE: Tuesday, July 08, 2008 L4G NAME: 30WAGE RATES REFERENCE NO.: **G-16190 SUBJECT: Adopt 2008 Prevailing Wage Rates for City-Awarded Public-Works Projects RECQMMENDATI�N: it is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City-awarded public works projects. DISCUSSION: Texas Government Code Chapter 2258 requires that a public body awarding a contract for pubiic works shail determine the generai prevailing rate of per diem wages for each craft or type of worker needed to execute the contract, and shail specify In the bid documents and in the contract the prevaiting wage rates in that locality. Each year 7he Quoin Chapter of the Associated General Contractors, in conjunction with the Association of Builders and Contractors (ABC} and the American Sub-Contractors Association (ASA), conducts a wage rate survey for North Texas construction. The attached 2008 Prevailing Wage Rate data was compiled from that survey. FtSCAL INFORMATION/CERTIFtCATION: The Finance Qirector certifies that this action will have no material effect on City funds. TO Fund/AccountlCenters FROM �undlAccountlCenters � Submitte for Cit�( N,�.anager's Office� Qriqinating De�artment Head: Fernanda Costa (8476) A. Douglas Rademaker (6157) Additional Information Coniaci: Eric Bundy (7598) HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool O�erator Asphalt Paving Machine Oper Asphalt Raker Asphalt Shoveler Batching Plant Weigher Braom or Sweeper 4perator Bulidozer Operator Carpenter Concrete Finisher, Paving Concrete Finisher, Structures Concrete Paving Curbing Mac Concrete Paving Finishing Ma Concrete Paving 7oint Sealer ( Concrete paving Saw Operato� Concrete Aaving Spreader OpE Concrete Rubber Crane, Clamshell, Backhoe. D Form Builder/Sett� Form Setter, Pavir Foundation Drill C Foundation Drill C Front End Loader Laborer, Common Laborer, Utility Mechanic MiliinQ Machine C Motor Grader Ope Motor Grader Ope Oiler Painter, Structures Pavement Markin� St�vctures & Curb erator, Crawler Mounted erator, Truck Mounted �r, Pine Gr< Fine Grade Reinforcing Steel Setter, Paving Reinforcing Steel Setter, Structure Roller Operator, Pneumatic, Self-F Roller Operator, Steel Wheel, Flat Rolier Operator, Steel Wheel, Plan Scraper Operator Servicer � Slip I'orm Machine Operator Spreader Box Operator Tractor Operator, Crawier Type Tractor Operator, I'neumatic Traveling Mixer Operator Truck Driver, Lowbov-Float Shovel lled el/`i'ampin� c Pavement Truck Driver, Single Axle, Light Ti�uck Driver, Tandem Axle, Semi-Trailer Truck Driver, TransiY-Mix Wagon Drill, Boring Machine, Post Hole Drifler Welder Work Zone Barricade Servicer $10.06 $13.99 $12.78 $11.01 $ 8.80 $14.15 $ 9.88 $13.22 $ I 2.80 $12.85 $13.27 $12.00 $ l 3.63 $12.50 $13.56 $14,50 $10.b1 $14.12 $18,12 $ 8.43 $11.63 $11.83 $13.67 $16.30 $12.62 $ 9.18 $10.65 $ I 6.97 $I 1.83 $11.58 $15.20 $14,50 $14,98 �13,17 $10.Q4 $11.04 $14.86 $ I 6.29 $11,07 $10.92 $11.28 $11.42 $12,32 $12.33 $10.92 $12.60 $12.91 $12.03 $t4.93 $ I l .47 $10.91 $i 1.75 $12.08 $14.00 $13.57 � ] 0.09 General Decision Number: TX120035 Ol/06/2012 TX35 Superseded General Decision Number: TX20100042 ' State: Texas Construction Type: Highway ' Counties: Archer, Callahan, Clay, Collin, Dallas, Delta, ' Denton, Ellis, Grayson, Hunt, Johnson, Jones, Kaufman, Parker, Rockwall, Tarrant and Wise Counties in Texas. HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). Modification Number Publication Date 0 Ol/06/2012 * SUTX2011-007 08/03/2011 Rates Fringes CONCRETE FINISHER (Paving and Structures) ......................$ 14.12 ELECTRICIAN ......................$ 19.80 FORM BUILDER/FORM SETTER Paving & Curb ...............$ 13.16 Structures ..................$ 13.84 LABORER Asphalt Raker ...............$ 12.69 Flagger .....................$ 10.06 Laborer, Common .............$ 10.72 Laborer, Utility............$ 12.32 Pipelayer ...................$ 13.24 Work Zone Barricade Servicer ....................$ 11.68 . POWER EQUIPMENT OPERATOR: ; Asphalt Distributor.........$ 15.32 Asphalt Paving Machine......$ 13.99 Broom or Sweeper............$ 11.74 ' Concrete Pavement Finishing Machine...........$ 16.05 Concrete Saw ................$ 14.48 Crane Operator, Lattice Boom 80 Tons or Less........$ 17.27 Crane Operator, Lattice Boom over 80 Tons...........$ 20.52 Crane, Hydraulic 80 Tons or Less .....................$ 18.12 Crawler Tractor .............$ 14.07 Excavator, 50,000 pounds or less .....................$ Excavator, over 50,000 pounds ......................$ Foundation Drill , Truck Mounted .....................$ Foundation Drill, Crawler Mounted .....................$ Front End Loader 3 CY or Less ........................$ Front End Loader, over 3 CY.$ Loader/Backhoe ..............$ Mechanic ....................$ Milling Machine .............$ Motor Grader, Fine Grade....$ Motor Grader, Rough.........$ Pavement Marking Machine....$ Reclaimer/Pulverizer........$ Roller, Asphalt .............$ Roller, Other ...............$ Scraper .....................$ Small Slipform Machine......$ Spreader Box ................$ 17.19 16.99 21.07 17.99 13.69 14.72 15.18 17.68 14.32 17.19 16.02 13.63 11.01 13.08 11.51 12.96 15.96 14.73 Servicer .........................$ 14.58 Steel Worker (Reinforcing).......$ 16.18 TRUCK DRIVER Lowboy-Float ................$ Off Road Hauler .............$ Single Axle .................$ Single or Tandem Axle Dump Truck .......................$ Tandem Axle Tractor with Semi Trailer ................$ Transit-Mix .................$ 16.24 12.25 12.31 12.62 12.86 14.14 WELDER ...........................$ 14.84 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ---------------------------------------------------------------- ---------------------------------------------------------------- Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii) ) . The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non-union. Union Identifiers An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/O1/2011. The first four letters , PLUM, indicate the international union and the four-digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/O1/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example. Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rate. Non-Union Identifiers Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non-union data. Example: SULA2004-007 5/13/2010. SU indicates the rates are not union rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date. Survey wage rates will remain in effect and will not change until a new survey is conducted. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be. * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional O£fices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EAST SIDE URBA�V VILLAGL CSJ.� 0902 d8 825 CITY PROJECT NO. 00706, DOE: 6058 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 iVEAR EAST SIDE URBAN VILGAGE CSJ.• 0902 �18 825 CITY PROJECT NO. 00706, DOE: 6058 FHWA• 1273 Eiectronic vera�on .- March ip 1994 REQUIRED C�NTi�ACT PR4111S1QNS FEDERAL-AID CON31'RUCYtON C0IVTRACi'S Page I. General ...................................... t li, Nondi�criminatian . . . . . . . . . . . . . . . . . . . . . . . .' . . . . . t 111. Nor►aepregated Facllitiea . . . . . . . . . . . . . . . . . . . . . . . 3 fV. Payment of Predetermined Minimum Wage . . . . . . . . , . . 3 V. Statements arxi Payrolis . . . . . . . . . . . . . . . . . . . . . . . . 6 VI. Recard ot Materialg, Supplle�, and tatior . . . . . . . . . , , . 8 VII. Subleiting or Assigning the Comract . . . . . . . . . . . . . . . . 7 VIIi. Satety: Accident Prevention . . . . . . . . . . . . . . . . . . . . . . 7 IX. False Statements Concerning Hlghway Projecta ,...... 7 X. implett�entation of Clean Alr Act and F�tferal Water Pdlution Cont�ai Act . . . . . . . . . . . . . . . . . . . . . . B XI. Certiitcation Regarding bebarmerrt, 5usperteion, Ineliglbiiity, and Valuntary Exclusian . . . . . . . . . . . . . . . . S Xli. CertHicatiorr Regardin� Uee o1 Corsts�ct Functs for Lobbying ...................................... S 8 3el+�tion of Labor: During the perio�rna�ce af this cor�tract, the ccr�tractor shaN not: a, diacriminate agalnsR laba from any ather State, pos��saion, or territory ol t#�e United States (except for amplqyment pretetence for ApRalachlan contracts, when applicable, �s speCifiad In ANachmentA}, at b, empioy convict labor for any purpose wfthin the limita oI the project unless it is iabo� performed by convicis who ere on parn�e, superviaed release, a �srobatlon, tl. NONDISCRIM1NATfQN (Applicable to ail �ederal-aid constniction costtracts and to aA related subcontr�cts oi �10,OQ0 or more.} ATTA�NM�NTS A. Empioym�tt Preference fa App�tlachian CoMra�cta {Inciuded in Appala�chlan contracte onfy} r _�R�i �T�� 1. Theee cantract provislans shall appiy to al! work pettanned on the aonkract by the contractor's vwn arpenization and with the sssiatance of w�nrkers under ths cor►tractor'a immadiate superintendence and to a0 work performed an the contraot 6y plecewark, atatinn work, or by tsut�eontrt�GS. 2. Except aa otherwise provided for In each eectinn, the contractor ahall I�aert In �ach aubconttact �IG of the atipula�tions contsined {n ihese iiequirvci Coatract provisione, and furth�r require theifi inclusion in any lowar kler aubcontract or purchsss ordar ihat may in tum he made. Ths Requirtd Carttract f'rovlsiona shell �ot be inco�porated by reference in ar�y ca�ua. The p�ime ca�ractor �t�al1 bd responsi6k for �ampilance by arry sut�contractor rx lowar tier aubcontractor with theee Requlred Contrmct P�wiaiona. 3, A breach of any ot tfie �1lpulationa cotitained fn thesr IRequired Contrect Provlaions shell be suf�cient grounc}s fa termination of the ConttBCt. d. A breaCh oi the foilnwing clauses oi the Required Conttaci Prov'ssicx�s mery siso be grounds far debarment as pravkied in 29 CFR 5.12: s�t�, �, a�F�� a, Sectfon N, par�graphe 1, 2, 3, 4, and T; Secilon V, paragnph� 1 and 2a thtaUgh 2g. 5. Dieputes �rlsing out of the fabor standertf� provlelan� o( Section IV (except peragraph 5) and 3ectlan V af theae Requlred CoMract Pfovislahe shaN ttot be gubJect t0 1ha gertersi dtsputes c►ause of thie CoMrsct, 3uch d}aputra ahsll be reao{ved in accordnnce with the prdCeduree ol the U.S. Depa�rtmeM of Labor {DOL} as aet Eo�th in 29 CF#� �, 8, and 7. Diaputee witnin tha meening of thfa clauae include dlaputes batwsen the aontra�ctor (a any of its aubeontractora) and 1he centtactlnp egenoy, the DOL, ot thw contrscttir's employrea or theii ropreserttatives. t.�qwF Empl+�ytt�tt Op�►ortunityt �qual empioyment opportu- nHy (EEO) raquiremente nqt to dlscriminate and to take affirmsttva action to a�sune equai opportunity as set (arth under laws, axecutive ordens, tulee, t+egulations (28 CFFt 35, 29 G�'R 1830 and 41 CFR 8b} and orders of the Secretsry of Labor aa modiflQct Dy the provisionu preacribed herein, �nd imposed pursua►�t to 23 U.S.G, 140 shall constih,te tha E�Q end speciflc afftrmative acNon standards for the contracto�s project activftiea underthis cor�tract The �qual C►pportunity Constn.�crion Corrtr�ct Specificati�ns set foRh under 41 CFR fi0-4.3 and the provislons of the American Dlsabitikies Act at 199U (42 U.S.G. 121D1 et seg.} aet fort#► under 2B CfR 35 and 29 CFit 1630 ars Incorporated Gy roferenae in thia contract. In the execution of this contract, ihe co�rector agreee ta cornply with lhe following minimum speciitc requiremeM activkfes af EEO: a. The contractor wilf work with the 5tate higl�way agency {SHA} and ihe Federal CovemmeM in carrying out EEd abligations and in their review of fiisther sctivities under the contr�ot. b. 'Che Cor�tra�ctor w111 aCoept as hie nperating poiicy the follawing stetemert: "at is the pallcy of this Cumpany to as�ure thet applicants are emptoyed, and that empfoyees are tr�ated during empiayment, without regerd to their race, relipion, sex, coior, n8tianal origin, age or diaebility. St�oh actian shall includa: empinyment, upgrading, ckmotton, or iransier, recruitment or r+ecruiimant adve�rtlsirtg; layoti or termination; ratea of pay or other forfis of compensatian; snd aelection fcx training, including apprentiGeship, preapprenitceship, andJor on-the-joh trsinins:' 2. E�O OfflCer: The ContreCtor witl deslgnate and make knqwn to the SHA oantracting office�s an EE� b�icerwhowill have the responsi- bil'ity ior and musi be ca�able of eTfectively admini�tering and promoting an active eontractor program of �EO and wha must be ass�gned adequate authairy and respanalhiliry to dv so. 3. Dissamination of Pollcy: A11 members of tha contractors ataff wha are authorized fo hire, aupervise, p�omoie, and diacharge employ- ees, or ufin recommend auch action, ar who ate sulsataMialty lnvoived in euah actlan, wiN 6e made fuNy c�gniza�rtt of, and will implement, the contraetars EEa palicy and contractuak re�ponsibilitles to g�ovida EEO in eact� grade and clmsaifiaation of emplayment. To ansure thst the above agreement wiil be mnt, the fcliowing acilona wiil be taken aa a mi�imum: Prq� 1 a. Periodic meaNnga of supervie�ary and peraonnei offlca employeea wiU be conducted bafore the atart of wvck and then not lesa often than onc� every eix months, at wh(oh time the contractors EEO policy and its Impfem,entatian wiN be revfewed and explamed. The mestings wiii be conducted by the EEQ bfficer. b. All new aupervisory or peraonnei of(icQ employeea vv�ll be given a thorough in@oCtrination isy the E�0 Off#cer, r.avering a+l major aspects ol the car�tractors �EO obllgatiorta wfthin th(rty dtlya iWlowing their taporting for dtrty with Me Contractot. c. AI� per�onnet who are engeged in diract rec�uitment tor the project will be instructed by the EEO Offlcer In the car�tractora procedures lor locating and hlr(ng minoriry Aroup empioye�s. d. Notice5 �nd posters aettin0 I'ofih the coMractors EEO poliCy wiA be placed in areas re�dity acceseible te empinyees, appllcants for employme�rt and potettt(81 �mployees. e. The cantraator's �EO palicy and ihe proceduron to implament such poiicy wiil be txought to tha attentior� af emptoyeea by means ot meetinga, em}�loyee h8ndbooks, a ather approprfate maarre. 4. Recrultment: Whenadveriisingtvremployees,theco�tractorwib mclude in all advertfaements for empivyee� the notation: "An Equal Oppottun"ity Employer" All such advertisements wUl be piaced in publicationa haNng a fary�e circulation among minarity grnups in the srea from whlch the proj�ct w�o�-tc force wou#d nocmally be darived. a. Th�s oo�t�tor will, un{ess precluded by a valid bnrgalning agreement, oonduct �ystematic end direct recnuRment through puWt� and privata empleyee refeira! aources liloety to yield �ua�ified minarlty 9�P aPPlicants. Yo meet thia roquirement, the cotttrectcX will identify sourcas oi pote�ial minority group emp6aye�, �tftif e�tfebllsh with auch edeMiti�ed aourc�s procedursa vfieroby minat�y group appticaMs may be referted to the oor►tractor for amploymertt cc�nak�Katian, b, �n the event the CorrtraCtor he$ a valid bargaining aAreament prwiding tor exciue#ve hiring ha11 reiarro�la, he ia expected to observe the provisions of tt�at agrtemerat to the e�hent thet the system perrrrfts tha cn�actor's compllance wfth ��p Conttect provisions. {The DOL has held that where implementation oi such agreements have the etfect of discriminadng agalnst minorttiea qr wamen, or obligakea the contra�tor ta do the sama, such implementatian vblates ExecuNve brder 112A6, as artzer►ded.) c. Tha contractar will encourage hls present amptoyeea to tafer minority group epplicants for amployment. (nformatton and procedurca vvitfi regard ta refetring minohty group e�pplicanta will be diacuaaed witfi emplayees, 5, Pe�sann�l Actir�n�: Wagee, warking conditlons, and employee denetits shall ba established arld adminFsReted, and per$onnel actions of evAry type, including hiring, uppradinp, pfORIONOR,hansfer, de�rwtion, IayqM, and terminetion, shalt be laken w�hout regatd to race, color, rel9gion, sex, national otigin, aqe w disabilQy. 1'he fol{o�,ving procedure� shal! be lnllowed: a. Thecantractarv�r�llcanductperiodicinepectlon�afprojectsites to )nsure that worldng conditlona ind empboyee faEcillties do not indicate discriminatory t�eatment nf project site personnel. b, The cor�tractor will periodicalfy evaluats !he s}�read at wages paid within each ciasaifi�allon to determ�ne any evidet►c� of dtacrfmina- tory wage prectices. c. Tha cartracttx wilk pertod}cally review s�lected personne4 actione� in depth to detetmine wfte�ther thera is evidence of discrfmi- n�fion. Whera evidence ig fourtd, the co�troctor will promptiy take cORecEive ectian. {f the raview indicates thet the discrimination may ext�nd beyond th� actions reviewed, such cotrective action ahall inctude all aNecied perso�s, d. The conhactw w+li promptly invastlgate all compfaints oi aUeged dlscrimination macfe to the coniractor in cannCction wilh his oblfgetions under thla cornract, wfll attempt to resolve auch compla�nta, and will take appropriete conective action withln a rea�aneble timc. if the tnveatigalion indicates that the discrimination may a�feat persons other than the complainant, suCh corl'eCtive action shai� ��lclude sueh other pere�ona. Upott c,cHttpletion af eaoh invesiigaRion, the conEractor will inform every complainent q1 all of his �venuea of appeal. 6. T�afnin� and Pratr�adan: a. Thecorttrectorwlil assist In bcating, qualifying, and increasing the skilis Qt minarity graup and wamen employrees, and applica�s for etnpioyment, b. Coneiater�t with the �ontrectot's worlc fwce requinements and aa permi�sibis under Fede�al and State regulatior►a, th� Corriracta shali make full use pi training programs, i,e., apprerriiceship, and on-the-job t�ining pragrams iw the geagrapnlca! erea of coMract performance. Where f�$aib4e, 25 peroant of appre�ticea or trtllnees in each occuFra- tipn ahell be in their first year oi apprenticeship or training, In the even! a specr�l provision for iraining ia provided under this contract, this subparagraph will be auper�seded aa indkated in Iha spacial proviaion. c. The contractor will advise empioyees and spplicants for amployment of avaifable traln(r�g prog�ma and �ntrance requirementa for each. d. The conttgctor will periodicaliy review th� trafning and promotian poteMial of minorlry group and women employees and will envourage eligfbie employees ta apply for such t�aining and promotion, 7. Un{ona: It the ca�tractor relies in whda or in paR upon unfans as a aource ot emplayees, tha corrtractor will uae hislher best efforts to obtain the cooperation ot such unions ko increase apportunitie� for minarity groups and women within tha uniona, and tn eftect referrats by such unton�6 of minq�ity and 1emale employees. Aciions by the contractor either direclly or through a oanteactor's assnciation acting as ager�t will includa th� ptocedures aet forth balow: n. The contrector wilt use beat eKarfs to devekap, in Cooperatlan witb the unk�na, joint training pragrams aimed toward qualitying mare mirwrity graup membera and woman for memberahip in tfile unions and inc�aasing tht skilis of minwily group employees and women so tl��t they may qualify tor hi�her pay�ng em�loyment. b. 7he co�lraGtar witl use best ef►orte to incorporete an E�O clauaa lnto e�ctt utttnt� agteemenk ta (he e�xi that atsch untan �eciil tke co�rtraatually bound to refer applicants without �egard to ihelr rac�, colar, rei"gion, sex, nationat arigin, age or dlsabflity. C. Th+b contracta is to ohtafn infamt�tion as tv the referrat praotices and polieia� of the IatxK union except that to the extent such information la wfthin Ihe exclusive pa9sesaion of the labor union and auch labar unton refirses to lumish such lnformetion to ih� cantractar, the wnhactor 8h�ll so Cerllfy to the SHA and ahall 9et farth what efforFs he�ve been made to obtsin such inf�mation, Pape 2 d. in tha ev�nt tha union ie unable ta pravlda the contr�ctnr wiih e reasanebHe flow of minority and womeh refe►rala withi� the time limit �et torth in the coliective baryaininp agroement, the aontractor will, through indapendent racruitma�t etiorta, flli the employment vscsncies wlthnut rege►0 ta raaa, cabr, roligion, aex, nationai origin, aQe ar dt�abilHy; m,�l�ing fu�i etfortsto obEaln qualifled andlar qusltfieble minarity proup personb and wanen. (The OOL hes held that R stu�ll be no excuse th�t the unlon with wh�h the contrector twa a collsctive aargein(ng ag�m�nt providing for excfuaiva rotemnl failed to refer mirwriry emp9oyees,J In ttte event the uniat referrel prac#lce prevents me corHracttir frorn maetin� ttie nbligatlans pursuant ta �xecutive Orcier 11248, as arnended, and the�e speciai provisions, auch contractor shail immediately notify ihe SHA 8. Salectlon of Subc+ontrectors, F�roeuren�r�t of Materials and Ler*ing bi Equl�p�rEerK: The cantractor sFtall not discriminate on the grounda ot raoe, cator, rellgion, aex, natianaE o�igtn, age or disabilit�+ in the aelectioh and ratanCu�n of subco�tractas, inc►uding prxuroment of materials and leasaa of equipmeM. a. The contract�r shaH notiry aN potenHnl aubcartlractara and suppliore of hialhdr E�d ai�i'�atiDns under th(a coMtact. b. Dlandvantaged bualneas enterprfaes (DB�), aa deflned in 49 CfR 23, �hsll have equal oppartunity ta compate for and periorm aubcotttr�Cta which Ute contractar etrtsrs into pursut�rtt to this coMract. Th� ContraCtor wili uss� fiis beat eft�Rs to aoUcH hidn ftom and to utilize 08E �ubcantractpra ot aubcontractora wHh meeningiui minority graup and tom�le fiepr�ar�tion emong their employeeti. Cantractors shail abtain liata o1 DBE const►t�ction ftrma from SHA peraonnel. c. The co��cta vulil uae hia best effvrts to en�ure aubcontractar aompli�nce with thak EEO obligatlone. 9. �tecords and Repwts: The coMt'�Ciot xhal! keep such records aa neCesBsry to dacurrie�t compliance with the EEO requirements. 9uch recnrds shall b� re#atrted tor a partod af three yaars to#rowlrag aompiatlon ot 1he contract work arxf ahal! be svailable at reasona6le timea and piaeea {or )nspect(an by authorized representairoes of the 3HA and ttte FNWA, a. 7ha rec�orda k�pt by the cordractar shsll document the ta�aw�rog: {i } Tha number af minority and non-minortty graup members �nd women empioy+ed in ettch work claasiTication o� the praject; (2} The propreaa and efiwts 4eing macfs i� �ooperattott with unior�s, when appiicable, to increese amploymeM appotkunitlea for mino�ties �nd waner�; �3} Tfie progress and sfiorts hetng mada in locatinp, hiring, training, qualitjring, and upqrading minority and femefe employees; and (d) The prngresa ar�d efforts being made in aecuring the aervices of aBE subcoMractors or aubcontractora wNh meaningful minor'�ty and female seprese�tatlon amang ibeir employeaa, b. The caMr�►cbrts w(11 �ubmft an annual report to tite SIiA each July for tfie duration ot ihe project, indicattng the number of minorfty, women, and non-minotity group empioyee� �ur�eMly en�aged In each work clasaiRcatiot� �equlr�ld by the coMrsct woric. ihie informatlon Is to be roportad on Farm F#iWA-1391. If on•ihe-}ob tralning is bring requkred by apect�i provis'ton, 1hA ContraCtar Wiil ba rec#uired to collect and roport irainin� d�ta. - ill. NONS�OREOATEti FACILITIfS (Appllcableto all Federaf•sid construction contracts gnd to all related subcontracts af StD,OQO or more.) a. By submiaeion oi t�is bid, the executiort o► this contract at aubcontract, or the cone�mmation of thia mate�ial suppty agreement 4r purohase order, a� appronrtate, tfie bidder, Federal-akt coristructinn contractor, subcatfracta, metarial �uppliet, ar vendor, as appropriete, certifles thak ihe finn doea not mai�ain or provide ior its employess any segregatGd faCilities at any at its estaMishmenta, and that tha fii'm does nat permit its employeee to pefiam thelr services at any location, under its control, where segregated faoiiities are maintained. The firm agreea ih�t a breach ot this certification is a viviaiion oi ihe EEO prov►sions o1 lhis contract. The firm further ceRiBea that rto empioyes will he denied aacesg to adequate facilities on the basis pf eex pr dis�bikity. b. Aa ueed in ihfe certiTiCatian, tfta term "segreg�teci facilities" mesns any waiting rooms, work a�ea�, reatrooma and waahrooms, restaurants arxl other ealf�g areas, timeclocks, locker rooms, and other storage or dre&sing areas, parking lots, drinkfng four�tains, recreatian or errterta{nmerd areas, transportation, and fiousing iacil'ities �xov"Kied for empioyees which are aegregated by expiicit direciive, or �re, 'tn fact, segregated o� the basis af �ace, color, religinn, ngtional origin, a$e or disabillty, because af habtt, tocal custom, or oth�rwi5�. The onty exoeption wili be for ttie disahled whe� the demands for accessibility overrlde (e.g. dieabled perkingj, c. The cont�actor aareas that ft has obtained or will obtain idet�tical certificatiort irom proposed subcontractors or materialsup�siiers prior to award af �ubcontracta or consummaHon pf matQRal supply agreements of 310,OW or more and that it wiil reta'u► auch ce�ti�cations in ita filea. 4V. PAYMENT OF PREOFTERMINED MINiMUM WAt3E (Appticable tq eil Federai-�id aonslruction contracts exceeding S2,Dd0 and to ep related aubcontracts, except for projects 4ocated vn �oadwrays cfassified a& lac�l rqads qr tural minor colkctors, which are exempt.� 1. Oeneraf: e. AI! mechaniras and laborera emptoyed ar warkirx,� upon the site of th� worls v�ilt be paid uncondRionally and not less oRen than onoe a week arxt withaut subsequant deduction or rebate on eny account [except such payroll deductio�s as are perm�ted by regutations (29 CFR 3} fasued 4ryr the Secretary of Lahor under tfie Gopelend Act {40 U. S.C. 278c}) th� Iuil �►ndunte ot vvages and bona fide iringa 5eneflts {or caah equivalents therea� dua at time oi paymeqt. 7he payment shall 6e computed at wage rates not less thatt th+7se contained in the wage determination o! the Secretary af labor (hereinaftet "the wage determi- nation") which is attached hereta anti made a part hereof, regardiess of any cantractual refationahip which may he alieged to e�ost betvv9en the corttractoror ita subcontractors �ruf auch laborero and rnechenics. The wage determination (includfng any addftfonal ctassitications and wagE rates conformed uader paragraph 2 ot thti� Section lV and the b01. poeter (WH-1321 } or Fotm FHWA-14&5) �hall be pasied at all times by the aontracta and 'sts subcontraotors at the site af the work in a prominent and eccessible place whero it ca� be eaaily seen by the workera. For the putpose of th4a Sectiat, aont�ibutions made or costs reascnabty anticipated for bona fide lringa ben�fita under Sectlon t(b}(2} ot the t]avi�-Baccxt Act {40 U.S.�. 278a) on behaif ot taborera or mechanics ar+� oonsidered wages paid to auch laborera or mechan- ics, subJect to the provtsior�s of Section IV, paragraph 3b, hsfeof. Atso, for the purposP ot this Section, ragular qontribution� made or coets inauned tor more ttwn r weekty per4ad {but nok less oRen than quarterty} under ptane, funds, or programs, which cover the peficular weekly period, are deemed to be constn�atfv�ly madr Paq� 3 or inoumed during �uch ,roeekly period. 8uch laborets and mechanics shal4 be paid the upprnpriata wape rate and Mnge ber�efits on the wege det�rm►nation tor the cieasiFicatian cr wotk �ctua�y peNormed, wtthaut regard ta akill, except as provided m pa�ay�apha 4 and 5 oi thia Section IV. b. Labp�ero of 111eChe�ICs periorming work fn more than one clasaification may be compenaated at tha rate apecif+ed tor eAch claa�if��tion tor ihs lime actuaMiy worfced therein, provided, that the empfoyer'e payroll re+cofcta aacurately set forth the tlme aperrt in each Ctaseif4caHort irt which vrork in parformed, c. Al) tulings �nd interp�iatians of the Davis-Bacon Act end related acts contained in 29 CFR �, 3, and 5 ate herein incorporatM by reFarence in thia corrtract. 2. Cias�iTicalion: a. The SHA canlracting oftic�r shaU requira lhat a��y claes of laboreta or mechaaiCs emplpyed ur►der the contract, which is not I'rsted in the wage determin�tion, stt�ti be classified In aontamanca wilh the waga determinatiort. b. The conttacting orficer ahall approve +!n additionai daa9ifics- tion, wege rata and fring� benefds onty when the folMr�ring arReria have bein n1et: (1) tha work ta be petfom�ed by the addittonal cla�asiflcatlon requ+ested is not per(ormed by a otae►�iticstlon in thewsge determination; (2) ths additionai r.�aasific�tion Is utilized in ttte aaee by the con�tntction Indusby; (3} the propossd vtage rete, inciuding �ny bona fide fr�s�ge baneRts, hears $ re�aonable rNatlonshlp to the wage rates conta(ned in the wage determinatlon; and (4) with re9pect to helpers, when sucn a ciaffisiflcatlan ptevails in the arca in which the wUrk !a ptrformed. C. ifthe Go�trnctor cx subcontroctors, as apprapriete, lhe I�horors and meGhanlra (If kno4m) to he employ«f in the additicx�al classificatlo� or the{r repreaa�Mativ�s, and Ihe contrecting oTfkc�r agree o� the clasaific8tiat �nd wage tgie �includin� the 8mounttk9l�nated for !ringe benefda whe►e apprnpriate), � repa�t of the action taken shalf be sent by Rhe ca�tracting officer to the DOL, Administralor ofthe Wage end Hour D'rv's�io�, Empbyment Standards Adminiatratinn, WasMin�ton, O.C. 20210. The Wage and NourAdministrator,oran authorized repreaenta- tive, wiu approve, modify, or dieapprave eve�y addidv�al �lassifi�ation actio� withln 30 daye of raceipt and so advlae Ihe contracting oKcer or will notliy the contracting o�aer within the 30-day period that �dditional time is necessary. d. In the eveM the coniractor or subcontratctoro, as appropriate, the laborers or mechanicn to bs empbyed lri the additlnn�l clas�iilcation ar their r�present�tivea, a�td the contraciing otflcer dn not �gree on tha propaaed cfassificMhan and wag� r■Is (including tFte amouM deslgnated fcx hinge be+�eflts, where approQriate), the catttracling oPfiCer shall reter the questlor�s, includin� !he vlews ot aa Ntt�rastes! parti�s and the recammendatlon oi the conhacting offlcer, ta thn Waye and Naur Adminbstraia tor determioation, Sald Adminimtrator, or an authorized representative, wi1! iaaue a determinatkon wRhin 3U derys ot teceipt and so adviae ihe cordrsctinfl nificer or wili notify ttte ca+rtrecting off{cer within tfie 30-day period thak additionaf time i� neceaaary e. The wags rat� {i�cludinQ fring4 bet�tita Yvhets eppropri�t�) determined pur�uaM to paragraph Zc w 2d of tttis Secilon IV shall be �id W all wo►kers peAorming wark In the additionai claesiRcatioa� lrom the fi�st day on which wark is perfarmed in the cla�sificatian. 3. Payittent oi Fringe 8.nafiti: a. Whenever the minimum wage rate preacribed in ihe cnntracl tor � claea of IabOrers or meChBlniCs lncl�d8a a tringe benefh which is hot exproaeed ats an hourly rate, tt�e cortractar or suk�cartractors, as appropttpte, sh�ll either pay the beneflt as stated in ihe wage deteRnina- tion �r ettell pay anolhe� bon& flde f�inge benefiR or an hourly case equivalent thereof. b. {f the contr8ctar or su6cor�tCactor, es e�ppfapriate, dbes noi make payments ta a Gvateo ar athar third person, he/shQ may cansider as a part af the wapes of any lahorer o� mechanic ihe amnuM af any costs reasonaBly ardicip�ted In pravidir� bona fide fringe beneflts unde� a pian or program, provlded,lM�t ths Secretary of labor has found, upon thewritten teqt►eatof ihe CoMtactor, ifiat the applio�ble standards of the davis-tlacon Ac,t have been met, The 5ecretary of tabor may require the Gontractor to aet asida in a separate aacount assats for the meeting of oblig�lione ur►der the pdan a program. 4. Appnntices arxt Trainee� (Programs a� tfie t3.S. D�1.j and hlMpers: a, Apprenticee: (1) Apprentfces wifl be pc�mitted ta wa�k at le$s than the pre�dete►minad rat� ta the worlc they performed when they are employed pursuerd to end ind'rvidumfiy registered in e bort� flde apprenticeship propram roq(3ttrrwi with the DOI, �mp#oymerrt and 7f�ining Administ�a�- rion, 8ureau otAppra�ficeehip and Training, orwitha State apprer�lce- ship agertcy rocagnized by thQ Bureau, w if s pe►�ton la employed in hialher ftrot 9(3 days of probationary employment as an approntice i� such a� appretriiceahip program, who is nut indivicfualty registared in the progrom, iwt who hgs been cprtifrod by the Bureau oi Apprsnticesh+p atid 7tslning or a State appranticeship agancy {where approfxiate) ia be eligib{e tor probaUanary emp4oyme�pt es an apprentice. {2) The ailawaWn r�tiu oi apptentices ta jburneyman-level empbyees on the job sfte in any cr�R dassificatian shaU nat tx grester th8n the ratia permitted to tha cantractor as to ihe er�tire wark force under ihe registered program. Any employee liated on a payroil at an apprentice wape �at�, wtw is not regiatered or othe►wiee emptoyed �s stat�d above, aha�l tx paid rrot less tha� the appl�Csble weige rate Hsted �n Me wage determinaiion for the ciassificalion ot work actualty per- fomzed, tn addition, any apprc�ntice peftorming work on the job s�e i� excess of the retto permitted urxlar the reglstered program shaN be paid nat lese Ihen the applicable wgge rate on the wa9a determination tor me work actuaily perfomled. Where e canNactor or suhcontractar is perTormtng conatruction on s proje�t in a lac�uity dher lhan that in whictr Rs proQram is reDistered, the ratioa and wage rates (ewpressed in perr,eMepes oi the jnumeyman•levei hourlyr rale) apecified In the contractor's o� subcontractor'e reqisterod program shall be observed. ' (3) Every appronlice muaR ber paid at not tees lhan the rete specifled ir� the regisie+ed program forthe a}sptentice s level of progress, expreesed as a perceittage of the joumeyman-level houryy rate specittect in the gpplicable wage �ieterminatian. Apprennces sha11 be paid Irinq� beriefds (n accadance with Ihe ptavislarts of tt�a app�enti�eship �ogram. If ine apprerrticeship program doee not specity fringe benei�s. apprenUce$ must be psid the full amount nt hirtg� Den�fds listed on the vwpa deiaminatlon lor the appli�able clsssificatfan. If the Administrator (cX the WagA and Hour Oivision detetm+nes that a diHerent pr�ctice prevsils forlhe applicab4e apprenace claseification, fringea ahall 6e paid {� secarctance with thst detarmin8tian. P.o• a {4y In tfie ev�t thtr Bureau of AppranHceyhfp and 'traini�g, or � Stata appron�ceship �genry recog�ized by tha Qureau, withdraws ep�xov�i of sn �ppr�rMfcaship prognm, tti� ccMractor or subconlractor will n� lo�per !» psimiited to udUz. appranticea et lesa then the eppiicabie prsdatsrminsd ►ste tor the cemparabie waric petlormed by regulsr emplo�r..s ur�fl an eccaptabi� progr�m is appmvad. b. TrAinees: (1) Ex�ept ss provid�d In 29 C FR 5.1 B, trainees wf11 not be permitte+i fo wo�ic et lesa th6n Iha pradetermined rete for the work performed unlees they aro emp�oy�d purouant to �nd i�dlviGualy r@gfsidrMf fn 8 p�agra�twhich hes receivad prbr apprrnal, eNdenc4d hy iormal certificetian by ihe bOL, EmptoymeM and TraVning Administro- tion. {2) 1'nQ ratio of tralneas io Joumeymen-level empioyads on tfie job aite sheil not be grseter then permkted under tha plen a¢proved by the Employment artd T�infng Adml�ietrettion. Any employee liated on ths p�yroi4 at a tralnee rate who (s nat �egistered and participaling in a heining plen approv+�d bythe Empioymertt and TraMning Administratian shsll �e p�ld nat tags thsn the appkicabkwnge rate on the w�ee determi- nation fov ih. claaaafication of work actuafry perlorme�. in additlon, any tra'me� perfaming work o� the Job gite in excesa M the ratlo permitted under the repistered fxogrsm ahal! be paid not less #ha� tha applicable wepe rate on the wage determinetion fcx ths work actualiy periormed. {3} Every t►ainee muat be paki at not lesa than the rate speclKed in tfie approved progrtim for nlelher Itvet of progre�s, ed exp�eeaed as e pe►certt�aqe oithe Joumeym$n-{evei hourty rete specified in the appl�Cabii wag* dst'rminatlon. T►ainaea shall ba paid iringe beM�ts in acca�nca with the provicions of the tr�inee program. it the tninee program doea not mertti� frfnge benefi�a, treir�eea ahali be paid tha fub smour►t of frinqe boneflts liated on thewage determination unlesa the Adminiatrotar ot the Wage and HouY Olvls(on determines khat ihere ia an apprentic�ahip program aasaciated with the corroapanding �oumeymen-level nra�e reta on the wage determination which prwidee for tess kh�n fuU tr{nge 6eneflts tar apprenticea, in which case such trainees shalt recaive the sarne iringe bene�ts as apprentices. �4} In the event ihe Empiqyrrtent and Trainfng Administration wtthdrawa approval af a iraining program, the cont�actor or subcontrac- tor wiU no lor�et be pErmitt#d to utilize ttainees at le�a� than tha applica- t�la predaterminec� rate for the wak pe►fortned untll an acceptabte pragram la approved. C. iielpesa: Helpers wi11 be permitted to work on e project If the helper clesaiftcation is speclfied and definad on tt+e eFplicab4ev�tgedele�rnina- tian or ia approved purouant to the oonfor�nenCe prvCedure sat toRh in 5ectio� IV.2. Any woN�er lisied on a payre0 at a helper wage rate, who ib nOt 8 fietper undrr a 8pprov9d detiniNon, a}�N be pa'td not less khen 1he AppliGisble wepe rate on the wage detemtinatian far the ctaseificatlon af work actua�ty pa�iatmad. 5. Appr�ntk�s and T�ai►►Ns {Ptograms at the U.S. QOTy, Appr9t�tfcaa and ir�it�w vvorkkt►g untMr apprwiticonhip and sMll traininp programs which F�ave been certiTled by 1he Secrelary M 7ran�portlitfon ts promatlng ��4 in oannection with Fedo�alakl highwsy can�buctlon program� aro not aubject to the requlrements of parltgrrph A ot this Section IV. ThQ st►ai8ht tii'ne hou�yr wag� rates fcx approntMea and tra�inees U�der such prog�m� wiil be eatablished bythe part�uler prnpremf. Th� ratio of appreMicase and t�aineeu t� joumey- men shall not be prsstar th�n pormttted by the terms af the �aarticuler ProDrom- 8. VYithholding: ihe SHA sha11 upon iis cmm action or upan written requast of an nutharized rppreset�tative of tfie DO� withhold, ar cause to be withhefd, Irom the contrnctar or subconiractar under thin coflttact or any other F aderal �ontract wiih the same prime contractor, or any uther Federalfy- ass�sted coni►Hct subject to Davis-gacon ptevafBng wage requirementa which is held by the aame pnme �nMractot, a� much of the accrued payments ar advancee as mey be r,onstdeted n�essary to pay Saborers and rt7echanica, in�luding apptentices, trainees, and heipers, emQ4oyed by the coMractar or any subcardractor the full amount ot wages required by tha contract. In the event of failure #o pay any laborer or mech�nic, inctuding any apprentice, trainee, or helper, employed or working on the sita of the work, aft or part of the wages required by the conkract, the 5HA cantracting offlcer may, aRer written notice to the contractor, take such action ag may be necessaryto cause the suspension oi any further payment, advance, or guatantea of funds untll auch vialations have ceased. T. Overtime �i�quiremer�ts: Np Conha�ctor ot auhconiractar conlracting for any pert of the contrAGt wo�k which mdy requitQ fl� ihvdve the embloymet�t of tabo�a�a, meehanics, wstahmen, or �ua�d�s (inciudi�g apprent�cea, trainees, dnd h�ipera describeci In peragrepha b attd 5 abave} ahali require o� permit any laborer, mschenlc, watchman, or gua�d In t�ny workvreek In v,fiich helshe is empioye0 on such worlt, to w�xk In axcesa of 40 haus in such wortcuveek unfess su�h lA6orar, mech��ie, watGfiman, or guerd receivts compenaatian at o rate nat lees than ane-and-one�halt timea hia�her baslc rate oi pay 1or all houra wwked in excea� at 40 haurs in such worlcHreek. 8. Violatioa: LiabNity for Unpeid Wapes; Llquid�ted pam�gee: In tfw event ot any violatlon of ths clause set ToRh in paragreph 7 above, the aontractor and any aubcontraCto► reaponelbb thereoi ahali be liabie to the a�NeGted employee for hi�t,er unpaid weges. In additlon, such enntractor and subco�tractor ahel► be IiaDle te the Vnited 5tates (4n the case ot work dqne undet contract for the DiatMct oi Columbia or a terr�tory, tu auch Distrlct or tp auch ierritory) for liquideted damages. Such liquidatea damapea ah�i� be comput�d wifh respect ta esch i�dlviduel IAborar. mechanic, watchmen, or guarc! employed in violati�n of the clauae sat forth in paragroph 7, in the sum of SiD Foreach catendar day on which auch etnplayee was requirad or petmtited to waic In excesa aI the standard work week �t 4+0 houre without paymrnt cf the cvenime wagea required by the c�auset set larth in perapt�� 7. 9. WHhhalding for Unpaid W�s And �.fquid�ted DNm�pas: Tha SHA shail upon its own action or upw� wntien requeat of any autho►ized rapresar�tative of the l7dL wkthhok4, or cause ta he wfthheld, irom any maniea payable on account of work performed by the contrac- kor or aubcontractor under any such contr8ct ar any othe► Federal car�racc with the seme prirrne coniracfa, ar any other F ed��alty-aaaisted cor+tract subjxt tq th4 Coniract Work Hnura �nd 5afety Standgrd$ ACt, which fa held t�y the same prime contractar, euch aums as rtay be eotermined to be rrecessgry ta satlafy any flabi�itles af such contractor or suhcqntiactor for unpei4 wagen and liquidated damages aa provided in the clauss set brth in paragrsph 8 above. V, STA7Ei44ENTS AND PAYROtLS (AppPicableto sll Fedarai-aid construction contracta excesding S2,OOtl and to aA releted sut�contracta, except for projects lacated on roadways clasaifs�d ae toca{ roads or ►urai coilectars, which are exempt.} P�eS 1. Corr�litnce wilh CopMsnd Regulatinns {2S CfR S): The caitractor sh�11 comply with the Copeland Reguletione af ihe 5rcratary of Labor which aro herein in�orporatsd by refarence. 2. Payrails and payrW! Re�orfl*: a. PayroNe and basic ►+ec�ds refating the�elo shal! ix mairr� tained bythe contractcx and each subt�ntrgctordurinQ the oourse ofth� work and preserveA 1ot g period o! 3 years from the date of complstioh of the oantract For all lahorers, mect�anics, apprenticea, hainees, watchmen, helpers, and yuards worktng a�t the afte of the wnrk. b. The payrcbll records shall cont�in (he name, sociaf sacurity number, and addresg of each suah empiayee; his or her correct ci�asiticaHon; hourly rates af wag�s paid {inciuding rates o} contriiw- tiorra or coats attticipsled iot b�ra fide trinpe benettta ar cash eqtnvalent there+of the types deScribad in Section 1{b){2)(9) of tfie Devi� 8acon Act); daiiy and weekly numbe� of houl's wdtked; deductions made; and actual wages paid. in atldition, tor Appafachian �ontracta, the payroil recorda shall r.ontain a notat{on indiceting whett►er the employee doee, or does not, normally re�ide In the labor sfea aa defined in AHacMment re A, peragraph 1. Whenwrr the Secratary oi l.abar, purautsntto Secticxt (V, paragreph 3b, haa fnund thatt tha wagga ot 8ny laborl� or meChani� inolude the amourh ot any costa reaaonabiy+ artticipated in providin� beneRts under a plen a program deacribed In S�ctivn 1(b){2)(B) ol the �avta 8acon Act, the �ontra�tar and each auk�nt[acbor ahatl maisttaln recurds whicft show that tha commifinent !a proWdu such beneflts is enforceabfe, that the plan ur pres�ram is �t�ancially responaihle, that the plan or progrem haa t�een commun�ated in writing to the iaborers ar mechen�a affected, and �how the cost anticipeted or the actual cast incurred in providlrtg benefrts. Contractors or subcontractors employinp appre�ices or traineea under approved progre�me shaQ mai�ain written evidence ot tne regiafr$tbn oi appren!'rc� and treineea, and ralias �nd rc w�ge rates pfescribed in the appllr.�bl� pro9ta►ns. c. Ea�h a�ntractor ancf subcontractar ehaii fumish, each week in whlch �ny corttrect work is performed, to the SHA resider�t englneer d peyrol{ of wagas pa'td eaCh of its �mpiayees (In�luding apprenticee, traineea, and heipers, described in Sec2ion IV, paragrapha 4 and 5, and watchmen and guards e�gpged on work du�Ing the precedirx,� weekty pay[pA period), ihe payroii aufxnitted shall sat out accutatety end compietely ail of the infomtaUon �equired to De msinteined undflr paragraph 2b of this Sectfon V. Thks infprmatian may be aubmitted In any forr» desired. Optiana4 Form WH-347 is avai}able forthia purpoee and mgy ba purohased ham the Superintendent of Ctacumenta (Fedpr�l atock numb� 029-005��OU144}, t3.S, Govemment PriM(ng Offtca, Wamhington, D.C. 2a402, The prime cuMrector ia responaible !a the submigeian vf oopics of paytolls by all �ubct►�Irectars, d. �$ch payroll submitted shall be a�companied h}I a"Statement af Compllance," 8lgned by the contractor or subco�ractar vr hislhhar egent who p�ys or aupervisee the payment af the peraona employed under the cantract and shall cerlify the folbwln9: {�) that Ir►s payroll ror tne pay►on per�od cw�teins tne in►nrmation rsquireci to be maintained under pare�raph Zb of this 5ectlon V a�d Iha1 nucfi iMamertion "r3 tvrrect and camplete; (2} ihet euch iabarer ar mechanic (inciuding each helpef, �pprentice, and trainea) emptayed on the co�act duKng the peyroll period has been paid the fuil weafdyvvagea eamed, v�rtttwut rebate, efther directy or lndirectiy, arx! ihat na daductions havc been made e'�hef dlrecUy qr indirectly trom the fuil waq�s eamed, alherlhan permhssible deductiona as set fo�th in the Reyulatla+te, 29 CFR 3; (3) that each laborer o� mechanlc has been paid not leaa that the �pplleabie vv�per rate and tringe benetEts a� oash equivalent lor the ciasaification otworked pertoRned, as apecifsed in ihe applicable wage determination lnco�potated into the contract. e, 7tte weekty submission af a properiy e�cecutQd cerfificsfson set forth on !he reverse side Rf Optfonal Fortn WH-347 shai► satisfy the requlremeM fur submission of the "Statement of Compiiance" f9qUlred by paragraph 2d of thi� Sectron V. f. The fal�fflcatian at any of the above cert�f�cationa may aubject the cantractar to civil or criminal prosecution urtder 18 U.S,C. i p01 and 31 U.S.G,231. g. The contractor or supcontractor shall make the records requfred under par�graph 2b of this Seciian V evai�able for inspecti4n, evpying, or ttenscription by �uthorize� represent�trves oi the SNA, the �HWA, or the pOL, and shali permit such repr�setrtatives io interview employee� during wrxlcin� hours pn the job. iF the contractor or subcontraclor faile to aubmit the r�quir+ed records or to m�ke them avai{�ble, the SHA, the FHWA, the dOL, or �It may, after written naiice to the cantractor, sponsor, 8pplicsnt, or owner, take a�uch aciions as may be necesaery to cauna the au�pr�aian of xny further payment, attvtlnce, or guarantee o� tunde�. Furthermora, failure te gubmit the tequired r�cords upon rcque+st or tu make auch recvrds avalia6le may be graunda for cbbstmeM �ctfon pursuarq tg 29 CFR 5.12. Y!. RECOR� OF MAT�RfA�.3, SUPPLIES, AN�f LAE30R 1. On a11 Fede�al-aid caMracts an the Natianei Highway Syalem, exce�t those whiah provide sokly for the instalMatian ot protecUve davi�ea at roliread grade crosslr►�e, thoae which are conatn,cted on a force accuurrt ar d(rect 4abnr baais, highway be�utificaiion contracts, and cor�r�cts for which the total,flr�al const►uction cost for roadNray and txidge la icsa than E1,OOQ,DOD {23 CFR 838) the coniractor shall: a. Become familiar with the (fst ot 9peciflc mater�ats and supplfea contained in Form FHWA-s17, "Statement of Mattrials and Labor Used by Cantractor of Highway Conetructian Invalving Fcdarai Funds;' prior to the cammencement of wak under this contract. b. Mairttain a re�ord of the iotal coat of aif matena{s and suppties �rurchased ibr and incorporated in the +nrork, �nd also oI the quanttties ot those specific matenals and supplies listed o� Form FHWA-47, and fn !he units ehuwn un �orm FHWA-47. c, Fumiah, upan khe compietlon of the crntract, to ths SHA resiclent engineer on Form FHWA-+i7 together wfth the data required i� parapraph t b relative to maleriale and auppliea, a final labor summary of afl aantract wdrk indicating the total hours worked bnd the tot�l amount enmed. 2. AR the prime aontracto�'s option, eithe� a aingte report covering all contract work or separate raporta for the coMractor and for each subcontraot sheii be aubmkted. VII. SU�LEiTMIti bR A$SfONINCi TME CONTRACT 1 Tht contt�ctor ehalt perTorm with its axn organization co�ract wark amaunUng tn not less than 30 percent {or a greater percentage if speciQed elgevYhare in 1he ca►traci) of the total or4ginal contract price, e�cciuding any specialty items despnated Fsy the State, 5peciafty items may be periormed by aubcontract and the �mount bf any such sp�ci$tty items periatmed may be deductetf fram the total original contract pric� before compucing the amount af work required to be performed by the coMra�tnfa ov�m ar9�� (23 CFQ s36). �a. e a. "Ite own organizatlon" ahell be conetrued to �nclude c�nly woticero employsd attd paid ctireclly by 1hs prime contr�ctot and equipmartt owned or rer�ted by ihe prime carti�cter, wlth or without opara�tara, Such term doe� nct Inclu�ds empioyert cr eQuipment of a auix;antractor� aasipneb� or sp�nt ot thb prime ca�t�ractor. b. "Speciatty Items" shaMi be constrved to be ilmited ta wark ihai requirea hi�hly aQeCi�liud knowl�dga, �bititle�, or equlpment not ordina�lry avaiteble In the type of contrut{ng organlzat3�s�s quelified and expected ta bid on the cont�c! a� e whole and in general are ta be limited to minar componants oi the overall contract. 2. 7he caitroct amaunt upon which the raquiretrtettts a+et forth in part�greph f oi Section VIi is camputed Includes the cost of material end manufactured prvdueta which are to be purchased or ptad►,ced by the crontrsctw undar tha Cnntract provisiona. 3. 7'he contractor ahell fumiah (a) a competent superintendent or sup�rvisar who ia employad �y the firm, has �ull authority to diract perfam��nce ot the work in gccordar►c� with the corttract requirements, �nd is i� chargs of all conatruction ope�tiand (regardless ot who pe�orms th+s work) and {b) euch ather ol its ow� organizationsi rasaurcea (supervt�ion, martiapement, and enQinearing servic�s) as tha 3HA conttactlnp oftitc�r daterminea ia necesaary to assure the perfor- m�t►ce of the ccmttact, 4. N4 p4rtion of t�� eentract sheil be aubtet, esaigned ar atherwtse diaposed of exc�ept with tha written conaeM ot the SHA contracNng affker, cr euthor�ed fRprssentiUve, snd euch cvr�ent when gtven shall not be co�tnued to reiisvr th� contrector of any responsibil'dy for thA fulfilfine�t of the corkract. Wrttten consent wiN ba ghren ony after the SHA hss assured that e�ch �uts�ontr�ct is ev►denced 1n writing and that � contains all pertinent provlalons and requ�romenta oi tlie prime contrect, Vlq. SAPE'tY: ACClDElriT PREVENTtON 1. tn tha p�rform�nce af thla conlroct the cantractor sna11 compiy with ell epQl4cable Faderaf, State, artd locai 18ws gavemlt►g aafety, heaNh, and aa�ftatian (23 CFR 635}, The contracta ahail provkk s►t safe�uards, aafety devicea and protecti�e cquip�nent and take any other needed actlo�s ae it determinea, er as the SHA co�cting oNicer may detetmttte, to be r�bson�t�y necessary to prdect the klfe and heafth of employ�es an the job and the safety of the publ'sc and to pr�tect properly in �onnect#on with the perfamance o� #he werk covered by the ca�traci. 2, �t la a candttion ot this contraoi, ac�d ahaN tae made a condftl�n o� each aubcaMr�ct, wh�Ch tha contractor enters IMo punsuant to thie aoMrect, that the+contractar and atty subc4ntra�ctor she11 not pdrmit any �m{Noy+�a, In pariarmince ot tha coMract, to wortc In su►roundinga or under condlttons wh�Ch ere unsanitary, hazardous or dangeroue to f�lelMr health or safety, aa detamninud under canstrucrian sefety and he�kh ata�darde {29 CF'R 1926} promul9eted by the Sec►etary of Labaf, In accordance with Sectian 1 D7 oitha Co�tract Wock tfuurs and Satety Standerds Act {4C1 U.S.C. 333j. 3. Pureuant ta 29 CFR 1928.3, it ie a corsdttlor► oilhia eontract ingi the Secretary at I.abor or surthorizwd npresantathre thertof, shall have rigM of eMry ta any alta �f coMract peiTormsnee to inapect or inveatigaRe thb mAtte� oi compiienCe wiift ths canatructia� safety and health statwiarcta and to c�rry out the dutbs of the 5ecreiary under Sectian 107 oi the Cohtraiot Woric Hours end SafQty Sta�darde Act (40 tJ.S.C. 333y. IX. FAL8E STATEMENTS CQ�►C�ltNtNt3 HtCiHWAY PROJECTS irt adar to wurs ht9h qu�1Ry and dUrabM constructlon in caniormity wlth apQrov�d pl�t� and ep+ciiicat(ons and a hiflh degree of rellabiiKy on at�teme�a end �aprese�ationa me�de by englneePB, ContreCtots, suppliers, and workera an Federal-aiQ h�ghway projects, it is ess�entiat that alt persane cancemed wRh the pr�jecc perfaittt their functians aa carei�ly, ttwrnughly, and honeaiy as poasibie. Willfui falsif�caiion, diMorttnn, pr miareproaentatVon with respect to �ny facts �alated ta the project ia a vioietion ot Federal faw. To prevent any misundentanding regarding tt�e �ariousneas o� these and similar a�ts,lhe following notico shs11 ba posted an each Federal-aid highway project {23 CFR 635) in one cx more piaces where it ia readiiy avaiiable ta al{ persans concemed with th4 p�aject: lVOTICE TO ALL PEfiSONN�� ENQAGED ON FE[lEitAl,�A1D HiCiHWAY PROJECTS 18 U.S.C. 102D ra�ds es follows; 'yVhoever, trMnQ sn o�4fcer, agent, arempiayee olthe Unlfed States, vrot any S�ala or Tarritary, orwhvaver, whe[her e person, $ssocie�on, ltmr, or corparadan, knawingty makes any lalsa stslement, talse repreaenia�on, vr false report as to tt,e character, quaNty, quanHty, ar Cosf of lhe mafs�aJ used o1 to be used, or the quantity o� qustity ot the worlt �erform�d or �o be perfarmed, ar the cost tharoa/!rt connaction witll the au4rtNasron of pfaqs, maps, speciticdtions, cantracts, arcosts ofcansrrucCvR an any hiphway orrelatedproject submltMdforepprove! M the Secrarery o{ Tranaponadon; nr Whosvarknowingtymakes anyfatsa staternenf, falsa roprosant�tion, fa1s� roport or telse dairr� wtth respect to the charecter, qua�Ky, quandty, orcast ol any worh pe�famed orto be peribr,r+ed, ormate�sls 1t1mished or to be tumisAed, In cn»n�ctran wlth the constructlort of eny highwey orretated praJect approveclby the Secrotary olTranspvnatlan, or iNhaever knowl��ty m�ksa any Isls� stahmenf ar fatae r»pr� senfatlon as to rnelerie! fact !n any statrmenf, ca�thTcats, or roport Submitled AtlRudnf to prOvislpns of'ths Federa�aid RoBds ACt apprav�d JuJy 1, i9 f8, {3A Stot. 355}, p,� amended snd su ppFemented� Sha�'be }lnad notmore t�at�i0,OQ0 aimpdsor�ed nof rrrore thaa 5 years orboth." X. IMpL�MEN'�ATION GF CL.�AN AIR AC1' ANO FEDERAL WATER POLLUTiOf� CON?RQI. ACT {Applicabie to ail Fed�ral•aid constructian contr�cta �nd to elf releteti avbcontr�cts at E10t3,o0U or more } By submieaivn oi thi8 bRd or tha �ecukion of this oontraat, or aubcbn. tract, aa approp�iate, the bldder, Federal-a1d conatrucf�an cAntraCtot, or subcantractor, as approprlate, wiit be deemad to have aUpulated ss rai�: 1. 7fiet my facility Mat is or will be utifized In the periarmance of this contract, unlees such contract ia exempt under tfie Ctean Air Act, as smanded (42 U.S C. 1857 et se�C ., as am�nded by Pub.L. 9t-8p4), �nd under th4 Federal Water Pdlution Cartrol Act, as amended (33 U.S.C. 1251 at seg„ aa amonded by pub.L. 92-SQ�}, EXacut3ve qrder 11738, �nd regulatlans in impteme�tat{vn khereof (40 CFR 15) is n�t listed, on the data of contract award, on the U.S, Environmental Protection Agency {EPA} List of Violsting Facilities pursuant to 4q CFR l5.2a. 2. Thait ihe firm agrea� ta comply and rem�in in compllar�ce with all the reyuirementa of Seetion 114 or the Clean A�r Act and SeGtlon 3flB of the Federal Water Pollution Cor�irol Act sncf al► regulations and guidelinea listed khereunder. 3. that the Firm sh311 promptly n�tify ihe SHA ot the �ecelpt of any commu�tC�tbn troih th! UlreCtor, Ottice o! Fedetal Activittes, EPA, ind�ating that e tacillty ihat is m witl he ut111zed for the contract is urtdar cana�der�Non to be Ilstad on Me EPA List of Volaling faoilMiea. P,�s r 4. That tfie firm agreea to include ar c�use to 4e included the requke- ment� at p�ragrapfi t thro��h 4 af thla Sectlon X in every nonexempt suboontrect, and furtl►e� ag�e�aa to take such actlan aa t�e govemment may dirsct aa a means vf e�foroprqz such requlrements. XL C�R7'IFiCAT10N R�aARDINCi DE�ARMENT, SU8PfN310N, INELIf31BJUTY ANQ YQI.i1NTARY EXCLUStO�f � �. Instructlonft far Caroiflcation - Primary Cavarad Transac- tio�s: {Applicable to all Federai-aid contracta - 49 CFR 29) a. Sy signing and suhmitiing thta �x4posai, tfie prospective pr{mary participant ts providing the certificetion �et out below. b. The inabil'Ry of a person ta provitie the ceNiftcatbrt act out balow wiA not necesaarify result in denial of perticipation in thie covared tran�acticm. The psoapactive pa�icipgm shall submit �n e�lanatlo� ar why it eennat provide the certificafwn aet out betow. The certification or explanation will ba cortsidered in co�nectlon wlth Me depa�tment or agencya determinatbn whettree to+enter into Shis transection. Nowever, failure ot ttte pro�pectivl� pttimary participarit to lumieh e certllicetion ar an expienation shall di�quafly auch a peraon f.om perticipatlon in thie transa�t�on. a. The certification in this ctauae is a metaAel represeMation oi f�Ct upott whlch ralience waa ptaced when ths department oT e�}ency deMrmined to anter inta this t�ansaciion. If It Is i�ter dntarmined that the praspective primary pe�icipant kno�vingy r�ndered an erronea,s certiftcat'wn, in additlon ta oiher remedies $v�ilabk to the Federal GavammeM, the department ar agency may tetminata this transactian for c�use oi d�fault. d, The pra�apective primary patticlpaM shall p►ovide immediata written noiice to the department or sgenCy to whom thia propoaal is submitted 7 any time the prospective yrimary participant learns tfiat its certVilcatlon v,rds eRoneous when $ubmitted pr has become srroneous by reason of changed citcumstances. e. The terms "covered t�ansaction," "debarred;' "su�pended;' "Inellglble;' '9buver iier covered trAnBaCtlon," „parti�ipar�t," "pe[sa�," "prime�ry covered lra�nsaciion," "prin�ipal;' "prc�sosal " and "votuntarily exclucied," as ueed in this clause, hava the meaninga set out in the Definitions and Cavara�e aecrions p( n�lela (mplemeMing Ex+,�utive Drder t 2549. You may coMact the depattmeM ar agency tn which this proposal Is aubmitted f4r esaiatarlce in o4taininp a copy af thove regulaiions. f. The ptcapective prlmary participant agrees by �submitting thia propos�l that, should the proposed oovered #rainsa�ti�n be entered I�to, ft shaA not knawingiy enter Into any lower tkr covered trrnsacria� witn a peraon who ia debarred, guepertded, dacl�red iiteligib4e, or vqluntarify excluded from particlpatb� in thi� covered tranaaction, unleas avtt+a rized by the department or agency e�x(ng Ittta thta tren�ractton. y, l'he praspective primary psrticipeM Turth�r aprees by aubmitting thia praposal that it will inc!►�de ihe ebuse ritbd "CerliTication Regarding Debartr�rtt, Suspension, Ineligibil'dy and VoluMary Excluslon- E.awer i'ier C overed Transa�tlon," provided by (he de�rtmeM or agency eMering inta this cavered transac8on, wlthout moditication, in all fower Uer cavered #raneactions and in all so4icttatlons fo� lower tler covered lransactipns, � • h. A participent in a Coveted lr8nnactlan may rely upon a cetliflcatlon ot a praapc�tiva pa�ticipant in s lower tier cavered lransac� tI0I1 U1�F 16 1'Iq� �R�, auapended, ina#Igibb�, or voluMarity excluded from the covered tranaaciion, unfeaa i4 knovva th�t the certiflcatkn ia erroneous, A pBrticipant may d4cicte ther method and (requency by which it dalerm�tws the eligibifity oF its pnncipals, Each participant mry, but I� not requi�ed ta, check the nottprocurement pation ot the "Liata at Perti�a Excluded �ram Federei Procurement ar N�itptoCurement Prvgrams" {NonpraCutement List) whlch is compiled by the Gene+al Se►vlcee Administration. i. Nolh(np �or7tained In the toregoiny �hall tx constnted ta require esta6lishment of a�yatem of rocords in �tder to render in goad faith the certificetion required by tfiie Ciause. ihe knt�vriedge a�d infarmetion 4f participerit is nof required t� exceed that whiCh is nwmally paase�sed by a prudent petson in the erdinnty course of businesa dealing�, ), Except for transactio�s authorized and�r paragraph f ot tfiese inettucliona, it a participant in a covered iCansa�tian knowingly entet5 into $ lower tter covered #►ane8�4tlon with a person wha ►s suspendad, debaRed, ineligible., or voluntariiy exciuded from pscticipatior� in this traneactlon, in eddition to othsr re�nediea available to the Federal Govemment, the department or agency may terminate tfiis tranaaction far oause or defauft. ..�.. CarNtl�catlon itegarding Debam�e�, Sueput►slon, IneligibElRy and Volunt�ry Exctusion--Prim�ry Gave�ed T��nsactlons 1, 7he prospecfsve primary particlparn certil3ea to tne ocst af it� kraowledge and belief, thak it and ita princlpals: a. Are no4 preresntly debarred, auapen�ed, proposed for d�rment, deelared in�!'�gible, nr valuntariy excluded irom covered t�ans�ctians by arry Fed�ral department or agency; b. Have not withfn � 3-yea.� period precedi�g this pCaposal been co�victed of or hed a cfvil }udg�tnerk rendered against them (a commreaion oi irgud or a cnrtynel ottsnae i� connection with otrtalning, atlemptinp to obtaln, or pe�forming m publlc (Federal, State or local) transactbn or car�rect undet a pubtiC tr�lneaction; violation of Federal or 5tate antkn�si st�hAes ot commiss`o� oi embezz�ement, iheR, forgery, bribery, falsiffcet{on a tfesttuct4an nf recdrds, making fatse statementa, or receiving stoten propd+ty; c. Are not preaantly indicted ►or or otherwiae crlminalty or civilty ct�arged by a govetnmental eMity (Federal, State ot IoGal) wlth commis- aion of �ny of the ofienses enumeratse In paraQraph t b of thla cectifica- tion; and d. Have r�ot wikhi� a 3-yesr period �xeceding lhla applit�- t�on�proposa! had one cx morn public transacilo�s (Feaerat, State o� Iacai) termin�ted for c�use or dafault. 2. Where the prospective primary pariicipsnt is unable to Certily to any af the $tatemQnts in ihis certlRcatlon, such praspectWe participant aheN attaoh an expl�nation t� this prapasal. ,.... 2. Inattuctinns !or Gertiftcatian -�owe� Tier Covered T�ansac- Uans: {Appllceble to all subcantraCts, putCh�sB arders and other lawer tia� tran»actions of 325,000 or more - 49 CFR 29} a. By signing artd aubmitNng thi� propoa�al, the p►ospective lower tlet ls providin9lhe certiflcatiori set out belak, Pag� 6 b. The carllticaUon +n this alausr fs � mstsrlel ropreaantailon oi fact upon which rellance we.s ple�cea wh�+� lhl� hensactbn wa�s entered into, If (t (a I�ter deterrnlned thst tha �o�pactive lowsr tirr p�rtictpant knonringiy rendend an erroneoua cerriiicstlon, in additbn to othec romediaa �vellabw to tf» Fed�ral Gay.mmsnt, tM depsrtmeM, or �geilcy with whlch this tran�aGtiot� originabd me�y puntus avatl�bl� rembdiee, inciudlnp suspanalon lndiot dsbatment. c. the pro�pectiw inrwr i�ior p�ttttctpstnt ehaA provide immediate wtitteh notice to ttte peraon to which th�s proponAl ts �ubmitted if at any time the ptospective lowertler participaM leame Mat fta ccrtification was Atroneous by teeson af changed circumatancea. d. Tha tesms "covered transaction," "debarred," "suspended," "Inellgible," „primary cavered trensactin�," "pamclpbnt," "person," "prinCipai," "propoat�l," a�d �oiuma►�ry e�civa�a;' es uaed in this cisuse, hsw the meaningu set out in the t3sflnitlons and Coverage sections of ruiea ImpiemenUnH Executive Order 12549. You may contact the peracn io whtch thla propoeat ia aubmmed for essl�tance in ob�aini�g a ccpy of lhose regulations. �. Th� prc�pecth�e lawertler participant agrees by submitting thls propnsai that, ahouid the propoa�d covered tranaaction be sr�tered into, it shall not knawingry arrtet Irrip a�+ {ower tier covered trnnaact{an with � parsar� who ia dabarred, suspended, tlecl�red fne4iglhle, or voiuntarily exciuded Irom particlpatiar► In thls cavered tranaactlan, unleas autho- rtz�d bytlte departme�t or agencywfth+M�ich ihistrainsactfa� originat�d. f. The proapactive lower ti�t participarrt further a�}rees by auhtntttinp thi�s proQv�l that ?t will indude thiA clauuetitled "Certitcukion Re�ardin� Deharment, 8uapene�n, ine8gibliRy and Vd�ntary Excluaion- Lawet Tlsr Cavered TrenBaCt{on;' without modiffcatian, tn ali lower det cowrM trenaactior�a end in all aolicitations for lower tler covered trar►sac,tions. g. A p�rticipnnt In a aoverad traneactlon may rely upon a eerrtNlc�tbet of a prespactive participant In a lower tisr caveted trmnsac- tf�on that le no! d�barred, suependad, inNlgfbla, or voluntariry excluded from the covered t�ansaotion, untes9 ik imqwa that the G9rtificStion iS etrundous. A parNclpgnt may decids the methad and ir�quency by whiGh it detemlinea tha elfgil�iltty af ita principzla. Each participanR mey, but fs not requtrbd to, check thQ Nanprxuromer�t llst, h. Nothing contained In tM tor+egoing shall be cvnatNed to r�qufra establishm�nt of a syatern ai recarrfa �n a�dar ta rander in good fadh the oertiAcat�on requirod by thls �lause, The knowledge and inlormatron ot pa�ticapant is not required to excaeci that wrhich is narmalty posaessed by a prudent peraon ir� the ordtnerry �aurse ot business dealinga. i. �xcapt for t�aneaationa eutfiwized under p�rsgreph e vt these inetructlans, If a participartk in a r,ovsrad trar�acilan kna+Mngty erstera trrto a kywer t(er covered tranaaction with r person wfiro is auspended, deberrod, ineligl6le, or voluntarily acdude4 trom paniclpatlon in this tcaneactlan, (n �dditlon to oUter rentedies availabb to the Feqerat Gavernment, the department ar a�ency wfth whlch thts trensa�ctbn otiginated may purstte mr�ileble retnedies, inciuding auspenaion ancUor debarment. Certlflcatlon Rasardin� Deb�mxnt, Suapeneion, ineitgibiiity and Volurttary Excivalpn..d.ower T�ar Covered Transa�tions: t. the proapsciive lawer tier particlpant certiliea, by aubm�aeian of thie prapoaal, that neither it nor ita p�lncipale ia presently detu�tred, suspended, proposad (of debemte►�t, declatad ineligible, or volunfa�rily excluded from pa�tlaipatfon in this hans�Ctior� by any fedara� depart- ment or agency, 2. W here the yroapectiv� lm�vsr tier pariicipa�nt ia unable to �ertlfy to any of the statement� in thia certif�catlon, such prosp�activa participant shail �ttach an explanation to this propo�al. XIt. CER'T�FICAtIQN REGARDINCi USE UF CIX+ITRACT �UNOS FOR l.08BYINCi {A�p11caR>ie to �If �ed�r�l•aid construotion sontracla and to sll telated subcantracta whioh �ceed S10D,000 - d9 CFR 20) 1. The pnoapective psrtlCipt�nt certipee, by elpn(ng and suDmfttit�g this bid ar proposa4, to the btat o� h►s or her knowiedge and bNle}, thet: a. No Fedetal ap�noprieted lunds hwe bean peki orwiN ba peid, by or an b�fwlf af the underslpned, ta �ny persnn tor inpuencing ot attcmpting to influence �n off�cer or empioyce of any Federal agency, a Member af Congreae, in ofQr,� or empinyee of Congros$, or an employee bf a Member of C�nsreas in cnnnection wlih the awatding of any Federal oontracl, tt� meking af any Feder�l grant, lhe mabng ot �ny FederaS I�an, the entering JMo M any coopetataa egrcement, and the extension, continttakian, ranewAl, emendment, or modificeti4rt of arry Fedaral oor�tract, grant, fo�n, or cooperairve agreerr►errt. b. It any fund� ott�tt then Federai �pprepnate+d funda have been paid ar wiil k�e paid to any peraan ibr influencing ar attempting ta influence an office� ot empiayee of sny Federal agency, a Member of Congreaa, an otilcer or amployee of Cortgresa, ar an emp{oyee of a NNemCer oi Cangress in Gonnection with this Federai contract, grant, loan, ar cooperative agreement, ihe underslgned shal4 compl�te and submd Standard Form•LLL, "Disctasure Porm to Report Lebbying," in accordance with its �n�structions. 2. Th�� oe�tliicat#an {a a material ropresentatfon a! fact upon which reliance wsa piaced when this iransaetion vras made or entered tnto Submisaion of th{s certification is a prerequiafte for making or eMering inta thia transactian imposed by 31 U.S.C.1352. Any parson wha fails td flis t�e required Cerliflcation sh�tl be subject to a civll penafty oi not teas ihan b1 Q,t106 and �at more than 510�,OQ01w each such failure. 3 The praapective participant alaa ag►bes by submittln� his nr her bid or pru¢oaal that �e or she shaii require thak the langua�e of ttiis cartEflcation !x included in all �ower tie� subcontrects, which 4xceed �t Ot},000 a�d knet ati such reclpients shaH certit�r and discloae accord- ingly. P.�. 9 ArTACHMENT A - �MPLOYMEN'T P�t�F�RENCL ��R APPAt.ACHlAN CONTW4CT3 (Applir.awe to Appa►achisrs aontracte a�y.) 1. During the pett�mence af this GtmhnCt, ihe canOractoC undertaki�g to do work which is, vr reasonabiy mty be, cfone as on-site work, mhal� give prEferonce to quali�red persona who regularty roside in thr (abor area as designated by the �OL wherein tfte conba�ct work (s sftuated, or the subr�gtesrt, dr ihe AQpa4�chien countiaa of the State whereln the coMr&�ct work is 5ituated, except: a. To the e�c�t tha4 qualifled petsons �egularty rasiding in the area are not available. b. For the reasonab�e ne,edd oi the contractor to empeoy superviacxy or specially expertenced persorrnal ne�eseary ta asaure an BffiCie(1t Bx@CUIN]It Oi 1hl' COfIfT'8Ci Wufk, c. For the obtigatio� of the carnractw to otter emptoyment to preaerrt ar ivm�er empbyeea as the resua of a tawlul collective eargaln- ing contract, pro�vided ihat tF�e nufnber ot nonreaider�t peraons employed under thia subpa►'�tiph 1c ahalt not ext�ed 20 percer�t of the t4t�1 number of empfoy�tea emWoyed by !he ooMractar a1 the conttact wa'Ic, except ae prov{ded in nutpara9ratph 4 beiow. 2. The cant�actor shall �Iece a job ord�r with i�a State Employment Servica indicaling (a) the cfae�ifications ot the laborere, mechanica and Qther employae� reguired to portorm ihs contraCt wn�k, {b} tF►� num6er of empksyeea required in aAch clas�iRcatlan, (c) the date on whlch ha entimatea such emplayeea will be ryqufred, and {d) any dh� peAinent Inlamatlon required by tha State Employment SerW�e to odmpltre th4 Job ader form. The. jab acder mey be ptaced with ihs 5tste Employmertt Service in miting or by telephona. If during ihe courae of the corrtract work, the inforcnation suhmitted by the contractcr in the original jab ordar is substantielly modified, ha shalt promptty notify the State Employmenl Servica. 3. The co�lractor ahail give tull coneid�ration to all qualified �o� applkants raferrad to him by the Stai� �mploymer�t Servlc� Thr contY�tot is not requlred te gran! emptayment to any job applicants who, in hi5 opinion, are not q�atiffed to pertorm 1he classificaRion ot work requir�d. 4. II, wiihin 1 week foilowing the placutg oi a job orde� by ihe cnntrdctc� with the State �mpbyment Servir.e, ihe St�ta EmploymeM 5erv�ce is unab4� ta rela any qualified job appl�caMa ta the contracto►, a feaa then me number requegted, the State EmploymeM Service will fomard a cert(flcata ta ttte contractor indicating the una+raitability af applicanta. S►�ch ceHlflaats shsl► be made a part of the cartracto�s permaneM �'o}ect reCoMs. Upon recdipt o� this Gertificate, ihe contractqr may am�loy pxraotle who da �ot natmafly reside in the I�bo► area ta flll positione covered by the cett�icate, notwithst�nding the provisians of aubpat�lgtaph 1 c above. 5. The contractcx ahall include tha provi�iotts af Sections 1 through A of thls AKachme� A In evdry subcoMreat ia' vwDrk whlCh is, or reaaonnhly mey b�, done as on�site work. Pap� 10 GR-Ol 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 NEAR EdST SIDE URBAN VILLAGE CSJ: 0902 48 825 CITY PROJECT NO. 00706, DOE: 6058