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Home My WebLink AboutContract 44068cmr s�cR�r ✓ D.O.E. FiLE CONTRACTOR'S BOND[NG C�. CONSTRUCTI�N�s coP� CLIENT DEPARiMENi m C�1TV ��C��p� o'� ;tr jp ! •� ■7�� lld�a � , •J l. .. �'��.T ��TH `�e �•---' PROJECT MANUAL FOR �'lE�� ONS�R�JC'�ION OF I�ebow Channel Roadway Crossing Replacement at Dewey Street City Project No. 00778(Unit 2) �. �F TE�(qS;q�i !�Q:'� #� ,*, � ,G'� ��, •o��WA•�U '. +pN .�1oDah � ,1� ��:�� P�� 9/1�. �� Betsy Price Mayor Tom Higgins City Manager Douglas W. Wiersig, P.E. Director, Transportation and Public Works Department S. Frank Crumb, P.E. Director, Water Department Prepared for The City of Fort Worth Transportation and Public Works 2012 Prepared by: i�rN� T�AGUE �11ALL AND PERK/NS TBPE REG # F-230 1100 MACON STREET FORT WORTH, TEXAS 76102 (817) 336-5773 - TNP No. FTW 0631 TBPE REG # F-230 : � ;,� ��FI�1�P� R�C�RD CI'�'Y SECk6i�XY FT.1NORTH+ 00 00 00 - � "tABLE OF CONTENTS Page i oY 3 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 45 11 Bidders Prequalifications 00 45 12 Prequalification Statement 00 45 13 Bidder Prequali�cation Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 45 41 Small 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 Division Ol - General Requirements O1 11 00 Summary of Work 01 25 00 Substitution Procedures O1 31 19 Preconstruction Meeting Ol 31 20 Project Meetings O1 32 16 Construction Progress Schedule Ol 32 33 Preconstruction Video O1 33 00 Submittals Ol 35 13 Special Project Procedures Ol 45 23 Testing and Inspection Services O1 50 00 Temporary Facilities and Controls O l 55 26 Street Use Permit and Modifications to Traffic Control O1 57 13 Storm Water Pollution Prevention Plan O1 58 13 Temporary Project Signage O1 60 00 Product Requirements Ol 66 00 Product Storage and Handling Requirements O1 71 23 Construction Staking Ol 74 23 Cleaning O1 77 19 Closeout Requirements Ol 78 23 Operation and Maintenance Data O1 78 39 Project Record Documents CITY OF FORT WORTH Gebow Channe! Roachvay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised August 20, 2012 Ciry Project No. 00778 000000-2 TABLE OF CONTENTS Pa�e 2 of 3 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htps•//projectpoint buzzsaw.com/clientlfortworthCov/Resources/02%20- %20Construction%20Documents/Specitications Division 02 - Existing Conditions 02 41 13 Selective Site Demolition 02 41 14 Utility RemovaUAbandonment 02 41 15 Paving Removal Division 03 - Concrete 03 30 00 Cast-In-Place Concrete 03 34 16 Concrete Base Material for Trench Repair Division 31 - Earthwork 31 10 00 Site Cleazing 31 23 16 Unclassified E:ccavation 31 25 00 Erosion and Sediment Control 31 37 00 Riprap Division 32 - Exterior Improvements 32 O1 17 Permanent Asphait Paving Repair 32 O 1 18 Temporary Asphalt Paving Repair 32 Ol 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 12 16 Asphalt Paving 32 12 73 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks, Driveways and Banier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings 32 31 13 Chain Link Fences and Gates 32 91 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro-Mulching, Seeding, and Sodding Division 33 — Utilities 33 O1 31 Closed Circuit Television (CCTV) Inspection 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 OS 10 Utility Trench Excavation, Embedment, and Backfill 33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 OS 30 Exploratory Excavation for Existing Utilities 33 ll 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe CITY OF FORT WORTH Lebow Channel Roadwqv Crossing STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS Replacement at Dewey Street Revised Au�ust 20, 2012 City Project No. 00778 000000-3 TABLE OF CONTENTS f'age 3 of 3 33 12 10 Water Services 1-Inch to 2-Inch 33 12 20 Resilient Seated (Wedge) Gate Valve 33 12 25 Connection to Existing Water Mains 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 33 49 10 Cast-in-Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34 - Transportation 34 71 13 Tra�c Control Appendix GG4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4_04 Underb ound Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-O l 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised Auwst 20, 2012 Ciry Project No. 00778 M&C Review CITY COUNCIL AGENDA Page 1 of 2 Official site of the City of Fort Worth, Texas FoR� H COUNCIL ACTION: Approved on 1/8/2013 � REFERENCE 20SW LEBOW DEWEY DATE: 1/8/2013 NO : C-26052 LOG NAME: CONSTRUCTION CODE: C TypE; NON- PUBLIC NO CONSENT HEARING: SUBJECT: Authorize Execution of a Contract with McMahon Contracting L.P., in the Amount of $1,237,229.62 for the Lebow Channel Roadway Crossing Replacement at Dewey Street (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the Ciiy Council authorize the execution of a contract with McMahon Contracting L.P., in the amount of $1,237,229.62 for construction of the Lebow Channel Roadway Crossing Replacement at Dewey Street Project_ DISCUSSION: The construction contract recommended by this Mayor and Council Communication is for the construction of a new bridge at Dewey Street, installation of a storm drain pipe and inlets, and channel excavation along the Lebow Channel. This project is one phase of the overall multi-phase Lebow Channel Watershed Improvement program to address property and roadway flooding along the Lebow Channel. The project was advertised for bid on September 13, 2012 and September 20, 2012 in the Fort Worth Star-Telegram. On October 18, 2012, the following bids were received: TIME OF BIDDERS BASE BID COMPLETION McMahon Contracting $1,237,229.62 L.P. Rebcon, Inc. $1,447,871.26 AUI Contractors $1,496,834.90 300 Calendar Days Ome a Contractin , Inc. $1,501,385.00 Fain Grou , Inc. $1,520,631.05 Earth Builders $1,538,806.00 Costs for the implementation of this project will be funded by the Stormwater Capital Projects Bond Fund and the Grant Capital Projects Fund. City Council has previously accepted a grant from the Federal Emergency Management Agency for this project. A portion of the grant funds were used for property acquisitions and the remainder will be used for the construction contract. Funding in the amount of $125,000.00 is included for associated construction survey, materials testing, and inspection. The contingency fund for possible change orders is $37,000.00. McMahon Contracting, L.P., is in compliance with the City's Business Diversity Ordinance by committing to 13 percent MBE participation on this project. The City's MBE goal on this project is 11 percent. This project is located in COUNCIL DISTRICT 2, Mapsco 62D. http://www.foriworthgov.org/council�acket/mc review.asp?iD=17813&councildate=l/8/... 1/11/2013 � i � I i � I �I � L 0 M&C Review Page 2 of 2 FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budgets, as appropriaied, of the Stormwater Capita! Projects Bond Fund and the Grant Capital Projects Fund. TO Fund/Account/Centers FROM Fund/Account/Centers P227 541200 202280077887 $515,896.29 GR74 541200 020444538830 $721,333.33 Submitted for City Manager's Office by: Originating De�artment Head: Additional Information Contact: Fernando Costa (6122) Douglas W. Wiersig (7801) Rick Shaffer (6821) ATTACHMENTS 00778_Lebow_Dewey, pdf http://www.fortworthgov.org/council_packet/mc review.asp?ID=17813&councildate=l/8/... 1/11/2013 000sis-i ADDENDA Page i of 1 SECTION 00 OS 15 ADDENDA END OF SECTION CITY OF FORT WORTH Lebow Chm7rte! Roadrvay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacernent at Dewey Street Revised July i, 2011 Ciry Project No. 00778 C[TY OF FURT WORTH, TEXAS TRANSPOF�TATiON & PUBI.[C WORKS QEPARTMENT ADDENQUM NO. 'i to the Specifications & Confra�t.Dacum�nts fOF LE�i01At CHANNEL. RQADINAY CRO3SING REPLAGE{VIENT AT DEINEY STREET Cf'TY P�tOJECT NtJ. 00778 (U�IIT Z� Bid Submittal Dqe Date: October 98, x8�12 �kddendu►n No. �t Is�sued; Oatober 9, 2��2 The Speciflcatians, Con#ract �ocuments and Drawings f�r the above men�oned projec# are revised and arnended as folbws: GENERAL CLARIFiCAT[ON5 ANii CHANG�S; 1. The Engine�r's O�inion of Probable Cons4ructian Casts (t7f�CC} far this project is $�f,465,000. 2. �oncrete staining on the pro�oseci br�dge cvlumns shaEl extend ta 'i' below the in%rim channel botfiom grade. 3. The contractar shall install 8' chain link fence at 15D0 Dewey Street, not 4' chain link as called oui o� ptan s#�est 10. �orttractor sha![ relocate light post and �nstall �pproxPmatety 25 L� af 3" PVC conduit under the driveway at 950Q �ewey Stree�. Co►�trac#or will not be responsible �ar pulling wire and cannecting power to the light post to be relr�cated. 4. Re-bar quanfi�es for abutcnent �1 (sheet B-05� have been r�vised as folIows: Bars A— 3142 Ibs, Bars C— 3�T03 Ibs, total +�reight —11,509 Ibs. 5. Re-bar quar�tit�es for abutment #4 (shaet B-06� have been ravised as t�flows: Bars G— 3103 lbs, �otal vv�ighi -- �i �i,381 Ibs. B. The bic! pra�osal s�r�adsheet has been repfaced on Buzzsaw wiih ihe revised praposaE as d�scribed 6elaw in the Cortfract Documents section of this addendum. "fhe equafton for line ttem 1-6a has been cbrrected tv campute hid value. CONSTRUGTIUl�t �'LANS: ��►� coNrw�►c�r oocun��H�rs: 7. Remove and repface the f3id Proposal with the praposal in thTs addenc(um_ The faflowing re�risions have been made: a. Line tiem E-90 unclassified excavatian quarttify has bec� incr'eased from 42,dQ0 CY to 14,0�0 CY to accaunE for exc�vation r�quired ta cor�struct br�dge columns and wirtg waNs to uitimate gr�de. b. L�ne ttem I-49 has been rev�sed from a 4' chain link fence to a 6' cf�ain iink f�nce and qaantities have increased from 335 LF ta 355 LF . c. Lirta ltem 1-d�9A — 2v LF of 3" conduifi has been added d. L.ine Ifem l-498 - remove and retocate exis�ing light post has been added. Atldendum No. 4 1 of 2 1D-S-2012 1N�ORMATION TO ��DDERS: This Atldendum Na. 1� forms par# of fhe Specifications & Contract Docttments #or fi�e above referenced projec# and modifies the original Speoifcations & Cvhtraci DocumenM of fhe same. Acknowfedg� your receipt af #his Addenrium No. 9 by compieting the reques�d infarmatian at #he f�allowing loca#ions: (9 }[n the space �rovfde on the signa#ure page of the �'ro�osaf {2) lndicate in upper t:ase fetters on f�e outside af your sealed bid enaelope: "RECEIIf�� & ACKNOWL.�,DGED �1DDENDUlIII N0.1" (3) Eac�cute ackr�owledgement belays► and submlt sigr�etf copy with your proposal at the time af bi� submittal Failure to ackr�owl�dge receipt of the Addendam No. 1 could cause the subject bidder to be considered "NONR�SpONSIV�", t�sulting in disc�ual'�ica�on. RECEI�'T AC WLEDGED r -..�. B. Company� �� a, �.� ��'i�•� Douglas W. Wersig, P.E. DIRECTO� Department of TransportationlPublic ilUorks _��i��'' �Y� RicEc Shaffer, .�. Project Manager Addendum No. 1 2 af 2 10-9-2Q12 CITY O� F4RT Wt�RTH, TEXAS TRANSPORTA�'ION & PUBLIC WflRKS DEPAF�TMENT A��Ei�DUM NO. 2 to the Specification� & Confirat:� Documen€s for LEBO{IV CHANNEL R4ADWAY CRt?SSING REPLACEMEi�T AT DEYVEY �TFt�ET CI'i'Y PROJECT NO. fl0778 (UNiT 2) Bid StabmitEal Dus Date; Octo�er 48, 20�i2 Addendum No. 2 Is$ued: CTctober 13, 2012 The Specificatians, C�r�tract Docurnents and Drawings �r tha abave mentionerJ projec# are revised and amen�ded as foitows: GENERAL CLARjF1CAT{��fS Ah1D CHAAtt3ES: i. The V�ndor Complianca #o Stai�e Law - Non Rasident 8idder is noi required for tt�ts progeck The form was infentional�y not inciuc{ed in the bid documenfs; however a refarence is rnade Eo the form in Item 12.11 af the (t�structions to Bidders_ 2. Addencium iVo. 'I siates thatthe columns are to be stair►ed to 1' below #he interim channei battom grade. TEvs Addendum Na. 2 pffers further olarification on the siaining reqvirements: The abutmenfs and wingw�lls are to be staineci fo 1' below the ir�terim chan�nai bottotn grade. 3. The requ9remenit fnr cpn�ctors and subcorrtractors io be prequalif�ed to perform Aspt�&l� Raving Const�uation t Recor�struc�ion is wraived for this projeci. 4. A questkon was aslced whether a veriical cons�r�ctic�n }�irtt is allowed k�etween tize �buimer�t wall and fhe GIP wingt�alts and also beiween Wail panels. The fotlowing clarif�ca�ion is provided: Vettical canstruction jatr�fs beiween the abutmeni wali and th� wing walis are acceptabl� as well a& ver#ica[ construcfion jair�s in ttte wing watIs a� ihe sfeps in elevation af fhe 3oofings. CCINSTREiCT#dN pLANS:_ None CONTRACT Dd�UM�NiS: 1. 00 21 9 3 Ins�ructios�s to B�dders: Item 12.11 an page 7 of 9 has h��an deieted. ihe Vendor Comp€iance to State Law - Non Resident Sidcter is not �quir�d for Yhis grojec't. 2. QO 41 QO Sid Form_ [tem 3b on pag� 2 of 3 has bee.� deleted. Contr�actors and subcantractors dca not I�tave to be prequalified to perform asphatf pav3ng on this pra�ect S. a0 45 92 i'requalifieatifln 5tatement: Asphait Pavirtg Consfruc#ianlReconstructiort has bse� removed from ii�e table as a major work fyp� requiring prequalifica8on. fNFURMATION TD BIpD�RS: This Adderidum No. 1, forms part of the Specifica#3ons &�antract Dacumert#s for the above referenced praj�ct ar►d mbdifies i�ae original S�ecifications & Contract Documents of the same. Addandurn IVo. 2 1 af 2 10-15-2�12 Acknowledge your receipt of this Addandum No. 2 by compieting the requesfed ir�ormation at the foliawi�g locatians: (1) trt tt�e space pravide on #he signature page of trte t�ropasal (2� irtdicate in upper case letters an ihe outs'sde of your sealed bid errvelope: "RECEFV�D & ACKNQWt,EDGED ADD�NDIiM NO. 2" (3) E�cscute acKnowledgement below and submii signed capy r�vith your proposal at the �me of bid sutxrtitial Failure to acknowtgdge recefpt of iE�e Addendum Na. 2 could cause the subJect bitider to be considered °NOtdRESPONSIVE", resulting in disqu�ifica6pn. i, • � �c•� : 'I/r'(('/� ` � �, s . � l t � ; ,� DoUglas W. Ntters'sg, P.�. DIRECiOR Departmeni of TranspartationlPublic Works By: `��/Y�,o� Rick Shaf%r, P,E Project Mr�risger Addendum No. 2 2 of 2 10-�i 5-2U12 001113-t INVITATION TO BIDDERS PaSe I of 2 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Sealed bids for the construction of Lebow Channel Roadway Crossing Replacement at Dewey Street, City Project No. 00778 (LJnit 2), will be received by the City of Fort Worth Purchasing Office: City of Fort Worth Purchasing Division 1000 Throckmorton Street -- Fort Worth, Texas 76102 until 130 P.M. CST, Thursday, October 18th, 2012, and bids will be opened publicly and read aloud at 2:00 PM CST in the Council Chambers. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: 12,000 CY of unclassified street and channel excavation, 228 LF of RCP storm drain pipe (21" — 42" diameter) and removal of existing bridge class culvert and installation of new 90' long slab beam bridge. 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 qualification and pre- qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAN[INATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at htt�•//www.fortworth�ov.or�/purchasinJ 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 the offices of Teague Nall and Perkins which is as follows:1100 Macon Street, Fort Worth, TX, 76102. The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $80.00 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: Wednesday, October 3r`� 2012 TIME: 1:30 CST PLACE: 1000 Throckmorton St. Fort Worth, Texas 76102 LOCATION: 2"d Floor, Pre-Council Chambers Conference Room, Room # 289 CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Deivey Street Revised July i, 2011 Ciry Project No. 00778 00 tl 13-2 INVITATION "I'O BIDDERS Pa�e 2 of 2 CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject bids. Any bids from contractors ]isted on the Federal Excluded Parties List System (www.epls.Q�ov) as being currently excluded will be rejected. FUNDING Any Contract awarded under this INVITATION TO BIDDERS is e:cpected to be funded from revenues generated from Storm Water Revenue Bonds and FEMA Legislative Pre-Disaster Nlitigation Grants and dedicated by Resolution of OWNER's Administrative Board to the work under this INVITATION TO BIDDERS. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Rick Shaffer, P.E., City of Fort Worth Email: rick.shaffer@fortworthtexas.gov Phone: 817-392-682I AND/OR Attn: Andrew Luce, P.E., Teague Nall & Perkins Email: aluce@tnp-online.com Phone: 817-336-5773 AND/OR Attn: Ty Hilton, P.E., Teague Nall & Perkins Email: thilton@tnp-online.com Phone: 817-336-5773 ADVERTISEMENT DATES September 13`h' 2012 September 20`", 2012 END OF SECTION CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacemenr at Dewey Street Revised July I, 2011 Ciry Project No. 00778 00 21 13 - 1 (NSTRUCTIONS TO BIDDERS Page 1 of 9 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which aze defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCT�ONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. 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. 12.2. 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. 123. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. Z. 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 making 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 �ant 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 work types requiring prequalification 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 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of andlor questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. CITY OF FORT WORTH Lebow Channel Roacfivay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCtIMENTS Replacement at Dewey Street Revised August 17, 2012 City Project No. 00778 00 21 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 9 3.3. The City reserves the right to require any pre-qualified contractor who is the apparent low bidder(s) for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 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: 4.1.1. Examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data." refened to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. - 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. 4.13. Consider federal, state and local Laws and Regulations that may affect cost, pro�ess, performance or furnishing of the Work. 4.1.4. Be advised, City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-assisted prob ams of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will a�rmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration of award. 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or contib ous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underb ound 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 Lebow Channel Roacfivav Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Deia�ey Street Revised August 17, 2012 City Project No. 00778 00 21 13 - 3 INS'I'RUCTIONS TO BIDDERS Page 3 of 9 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 officialIy 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 knowledge 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 examinations, 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 difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its compietion, and obtain all information required to make 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 which 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 variations 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, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 42.1. 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 drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contib ous to the site that have been utilized by City in preparation of the Contract Documents. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Detivey Street Revised August 17, 2012 City Project No. 00778 UO 21 13 - 4 INSTRUCTIONS TO BIDDERS Pa�e 4 of 9 4.23. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without eYception the Bid is premised upon performing and fumishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work_ 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or starage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in e�cisting facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda CITY OF FORT WORTH Lebow Channel Roacttivay Crossrng STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS Replacement at Delvey Street Revised Au�ust 17, 2012 City Project No. 00778 002t 13-� INSTRUCTIONS TO B(DDERS Pa�e � of 9 53. The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1. Al1 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: Rick Shaffer P.E., Transportation and Public Works Dept., Storm Water Management Division Email: rick.shaffer@fortworthtexas.gov Phone: 817-392-6821 62. 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 https://projectpoint. buzzsaw. com/client/fortworthgov/Infrastructure%20Projects/00778 %20- %20Unit%202, %20Dewey%20Street, %20Lebow%20Channel%20Roadway%20Crossin g%20Replacement/Bzd%20Package. 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 ma�cimum Bid price on form attached, issued by a surety meeting __ the requirements of Paragraphs 5.01 of the General Conditions. CITY OF FORT WORTH Lebow Channel Roachvay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July l, 201 I Ciry Project No. 00778 00 21 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or-Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or-equal" items. Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or- equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General Conditions and is supplemented in Section O l 25 00 of the General Requirements_ 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 12-2011 (as amended), the City has goals for the participation of minority business and/or small 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 and SBE 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 from 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. 122. All blanks 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 each 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 the 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 Lebow Channel Roacfivay Crossi»g STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Streer Revised Au�ust 17, 2012 City Project No. 00778 0021 ]3-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 12.3. 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 sib ature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the sib ature. 12.5. Bids by limited liability companies shall be executed in the name of the firm 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. Bids by individuals shall show the Bidder's name and official address. Bids by joint ventures shall be executed by each joint venturer in the manner indicated on the Bid Form. The o�cial address of the joint venture shall be shown. All names shall be typed or printed in ink below the si�ature. 12.9_ The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled 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. Modification and Withdrawal of Sids 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 request for withdrawal must be made in writing by an appropriate 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. CITY OF FORT WORTH Lebow Channel Roacfway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Deia�ey Street Revised Auwst 17, 2012 City Project No. 00778 oo2i �3-x INSTRUCTIONS TO B[DDERS Page 8 of 9 14.2. Bidders may modify their Bid by eiectronic communication at any time prior to the time set for the closing of Bid receipt. 15. Opening of Bids Bids will be opened and read aloud publicly at the place where Bids are to be submitted_ An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for the time period specified for Notice of Award and execution and delivery of a complete A�-eement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the 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 make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or 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 Successful Bidder. Discrepancies between the multiplication of units of Work 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 fgures will be 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 existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work 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 Award. 173. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. CITY OF FORT WORTH Lebow Channe! Roar�cay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Deivey Street Revised August 17, 2012 City Project No. 00778 00 21 13 - 9 INSTRUCTIONS TO BIDDERS Pa�e 9 of 9 17.4. Contractor shall perform with his own organization, work 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. 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. 17.7. Failure or refusal to comply with the requirements may result in rejection of Bid. 17.8. Any bids from contractors listed as currently excluded on the Federal Excluded Parties List System (www.epls.7ov) will be rejected. 18. Signing of Agreement When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsi�ed counterparts of the A�reement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Ab eement to City with the required Bonds, Certificates of Insurance, and all other required documentation_ City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH Lebow Channel Roacfivay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised August 17, 2012 City Project No. 00778 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT 00 35 13 BID FORM Page 1 of 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 Govemment 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 Ciry 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�/lwww ethics.state bc.us/forms/CIQ.pdf http://www.ethics.state.tx. usfforms/CIS. pdf ❑ 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 L� CIS Form is being provided to the City Secretary BIDDER: McMahon Contracting L.P. Po box 153086 Irving ,Texas 75015-3086 END OF SECTION I :.. I �.. �` � CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 By; Sha Mahon � Signatu :� � � Tit . 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Q Yg C� ��S � R, _ ..,,m o��-+t „a...w.� � :,.�s"..�.` :�.,..-"��^.....:2. :: Y ..'� a �a�,.. .ax.,�...w .�a : a b'c, wn,. . � �� d p�sat �ng � �a�Ci 3�e ec+�sanes#� �mj` lo i8 �2, � ��ca�a �zsry.^ez CTFY O� FQRT �VORTH Lebow Channet Rccdx�ay Crosa:�zg ST.��DrTRD CONSTRUCTION SPE£�FC.kTI4N DOCL'bFr3VTS Repfacement at Dex•ry Srreer Revised 3u1;+ l, ?O t l Ciry Pr�jecr No. C0; 73 fJQ 35 13 - 3 CONFLICT OF I`1TEP�SF AFFfi?AV1T Page 3 of 3 LQCAL Gt?VERi�dMENT ��F1C�F� FORM CIS CONFLiCTS DIS�LOSURE STRTE�ENT (Srs1„�xs f�+rr� aia f� a^•+s txzm ars prv�ided cs, �sen�xt g-�} 1 ?1+,5s q_�i+� reraei� e�a :�-�+ ia +*� t__ � F..s_ a�s7. at� t�- �S '� t� i3Fi'� O�ZY Tnis is L�ae r�dice ba ii�e appnapcmEe tacal goveiras�t� e�r�tY mai #iie £��+rnrog tor�l � Gp�� bx^r� �� csiacfs �s� t�eG[si�e�e csucesin me i3�Fs �a•sac..i � Amy,,� iss �ar�ce5eriftt Ch�' 178.licst C-�uersxs�rffC�da 7 ?�da�c flf Esx�l CO'r�rmasSf Of$c�s �/`,7 r 2 �cr }3� 3 r� � o�aa a��a �y s� f ra.�� ze_a��. � sa.��er�t ce� i L�essrGgtba� �f �t nat�re �ad r�t of znaQir�ymes�t ar atlses ��s retatiais:sia vatd ness�n n�erl in i3�ss 3 5 11s: g� ac�g� bst � lsr�d +�osreman�nt or"5cer a�d ar.yr f.aau7y mem6e� exc��ng �3s �'escSbe� by �ec�nn t7F'id�3{ri1. if � rs§ue or`ti�r �i':is a�e� fram peasan n�rned in �ta 3 ea� SZ�D �usn� the �2-ssanf3t {�erivd desaiise� by s�eetna� 176.DC33Ca`�1f9} (7ate Gi�.Rc�:e� ��r.Y:rticn aF C-i�. 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Lx� G..'v�ilTSS� C'�"Ej Ct -1'II5 E1Cd c]�JHts1�'!t �- t�lSu 3� 213[ �'ffi �S7sS� isc+efs� 4Z�fcn3f petla4-C� ty-4 � 2?F�EII3{a}. �x� w'�f.r�tt Ca� I�/� 3:atmt�x2 d T..�^c� GOvarua� Cfl1ca� �:X ?I4T7ut.Y' :a :.1MP� t 3"_A1 .�O'VL` � $saRs'R�s'M � _ 'CGfc�L^2fac.bYLG ..^�3� tf.'.ls.S.� CL .-„p � �.�CC�t4Y�.'�'�ffiaG2.n7'hIIs�QanQSG�lfltCell� 3ycnsta�accasm�atentrea�stt*aasfh. �*tnt�In�+nedamc:r�xmin�i.--�sfl�z Tx�aeo�P,rsraCrcinisersaBaam A,3epte4 c�61�4+:.'�T E� OF SECTI�N CtTY 6F Ff}RT i�y`ORTH ST�.�ID,af'cLl Ct�NSTRiiC'I'IOi i SPECIFIC:�TION DOCU4fENTS Rer•sed3uIy 1,'_'QI1 Le�mv Chcnnet Rocriiysr Crossir.g Re�lacemeni nt IJe:iey Streer Ciry Project lUa: OOii 8 � oo ai o0 ' BID FORM Page � of 3 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: Lebow Channel Roadway Crossing Repiacement - Dewey Street City Project No.: 00778 Units/Sections: Unit 1: Paving, Drainage, and Bridge Improvements 1. 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 2.1. 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 iwo 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 to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFlCATION DOCUMENTS Porm Revised 20120327 Addendum 1 Bid Proposal Woricbook 00 41 00 BID FORM Page 2 of 3 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequal�ed contractors and subcontractors: a. Concrete Paving Construction/Reconstruction b. Asphalt Paving Construction/Reconstruction c. Water Line d. 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 300 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 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 Fonn, 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 Forrns (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 'If necessary, CIQ or CIS forms are to be provided directly to City Secretary 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 SPECIFICATION DOCUMENTS Fortn Revised 20120327 Addendum 1 Bid Proposal Workbook 00 41 00 BID FORM Page 3 of 3 � L. � I l.� � � L_ �-- � L 7. Bid Submittal This Bid is submitted on October 18,2012 Respectfully s , , � __.__.�_. ___ _ ._ (�' - . (Signature) Shawn McMahon (Printed Name) Title: Manager Company: McMahon Contracting L.P. Address: Po box 153086 Irving ,Texas 75015-3086 State of Incorporation: Email: Will @MCMAHONCONTRACTING.COM Phone: 972-263-6907 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fortn Revised 20120327 by the entity named below. Corporate Seal: Addendum 1 Bid Proposal Workbook SECTION 00 42 43 PROPOSALFORM ADDENDUMI Bidder's Application UO 4? 3i-Po��ng 6ID PROPOSAL roR� i orz UNIT PRICE BID Project Item Information Bidder's Proposal Bidlist Item Specification Unit of . No. Description Section No. Measure B�d Quanhry Unit Price Sid Value I-1 3341.0201 21" RCP, Class III - _.__- 33 41_10. l.F _ 76 ___ 544.6? - ---_ 53.391.12 14 3341.0205 24" RCP, Class III _ 33 41 10 LF 15 553.11 5796.65 1-3 3341.0302 30" RCP, Class III _ _ 33 41 10 LF _59 __ $80.31 _ _ _ __ __ _ ___S4.T8?9 I-4 3341.0402 42" RCP, Class III __ 33 41 10 l.F 78 __ $113.10 _ SS,S21.S0 I-5 3301.0002 Post-CCN Inspection 33 01 31 LF 228 $7.24 51,650.72 I-6 3349.0002 5' Storm Junction Box 33 49 10 EA 2 $3,900.00 S7,soo.00 I-7 3349.500215'Curbinlet 334920 EA 1 $4,730.00 ___S4.T,o_oo 1-8 3349.5003 20' Curb Inlet 33 49 20 EA 4 _ $6,'100.00 ___,. 32a.a00.00 I-9 3305.0109 Trench Safety __ _ 33 OS 10 LF 333 $1.10 _ $366.;0 I-10R 3123.0101 Unclassified Excavation 31 2316 _ CY 14,000 $1'1.94 _ _ 5167,160.00 1-11 3137.010'1 6" Concrete Riprap 31 37 00 SY 263 _ _ $95J8 _ 525,190.14 I-12 3137.0102 l.arge Stone Riprap dry (incl. toewalls) 31 37 00 SY 507 $42.21 _ S?1,400.a7 I-13 3292.0400 Seeding�dromulch _ 32 92 13 _ SY 8,400 $0.41 __ S3,aa4.00 I-14 9999.0000 Turf Reinforcement Matting 00 DO 00 SY 8,400 _, $1.40 ____ SI 1,760.00 I-15 0241.0401 Remove Concrete Drive 02 41 13 SF 350 __ $2.54 _ 5859.00 I-16 0241.1300 Remove Conc Curb & Gutter 02 41 15 LF 530 __ $2.63 ___ __51.393.90 I-17 0241.1000 Remove Conc Pvmt 02 41 15 - SY 1,089 $12.26 �13.351.14 I-18 0241.4401 RemoveHeadwall/SET 024114 _EA 2 _ $1,658.88 _____ S3�t7.76 I-19 0241.0900 Remove Existing Culvert, including railing) ,__ 02 41 13 LS 1 __ $12,94325 ._Si?,943'S I-20 0241.0600 Remove RiPraP ___ 0241 13 SF 612 $2.54 S1,554.48 i-21 3213.0102 7" Conc Pvmt 32 1313 SY 719 $54.90 _____ 539.4�3,10 i-22 3211.0501 6" Lime Treatment 32 11 29 SY 786 $13.61 31U,69Za6 i-23 321'1.0400 Lime 3211 29 TON 11.8 __ $185.00 _ SZ.tS;.00 I-24 3201.0612 7" Conc Pvmt Repair 32 01 29 SY 6 $150.00 S9oo.o0 I-25 3212.0302 2" Asphait Pvmt Type D _ __ 32 12 16 SY 73 ___ 529.57 __ 52,_15S.61 -- .. I-26 3212.0502 5" Asphait Base Type B ___ 32 12 16 SY 73 _ $41.69 __ __ 53,Oa;37 I-27 3213.04016"ConcreteDriveway_ _ _ _ 321320 SF_ 173 $10,00 _ 31,730.00 i-28 3213.0301 4" Thick, 5' Conc Sidewalk 32 13 20 SF 1,044 S5.19 S5,41836 I-29 3213.0303 6" Thick, 10' Trail 32 13 20 SF 1,632 $5.51 SS,992.;2 1-30 3213.0517 5' Barrier Free Ramp, Type G __.__ 32 �3 20 EA 3 _ $850.00 __ ___ SZ,SSO.oO 1-31 9999.0000 TxDOT Ram _(Type 7) _ __ 00 00 00 EA _ 1 _ 5850.00 __ SsSo.00 132 3304.010'i Temporary Water Services 33 04 30 LS 1 $3,500.00 __ 53,500.00 133 3311.0241 8" Water Pipe 33 11 12 LF 33 $40.01 SI,320.33 I-34 3311.0251 8" DIP Water 3311 10 LF 33 _ _$54.73 S1.So6.09 I-35 3311.0252 8" DIP Water, CSS Backfill 33 11 10 LF 39 $69.50 52,710.50 136 3311.0001 Ductile Iron Water Pittings ___ 33 11 11 TON 1.0 $500.00 _ 5500.00 137 3312.0103 Connection to Existing 8" Water Maln 33 12 25 EA _ 3 _ $850.00 ____ ____%2.SSO.00 138 3312.3003 8" Gate Valve 33 12 20 EA _ 1 _ __ $2,500.00 ___ __,_%3,500.00 I-39 0241.1303 Remove 8" Water Valve 02 41 14 EA 1 $300.00 5300.00 I-40 0241.1001 Water Line Grouting 02 41 14 CY 1 $650.00 %650.00 I-41 33122001 1" Water Service, Meter Relocation 33 12 10 EA 1 $2,302.62 S2,3o2.62 1-41A 3312.20041"PrivateService 331210 LF 20_ ____. $75.15 F1,5o;.00 ciTv or roaT woari � 5 rnrmAr.0 coNs� �ucnoN svecir�cn�7oN uocun�rrrs Fo�n Fc��>d 201IOGZJ 00 41 00_00 Y2 4i 00 i: 13_00 a3 i7_OLD I3id i�orm-Propuvil-I3ond_,Vcndor Compliunu:.J. SECTION 00 42 43 PROPOSALFORM ADDENDUMI Bidder's Application U012 d3-Pnving BiD PGOPOSAL Pogc ? ol ? UNIT PRICE BID Project Item Information Bidder's Proposal Bidlist Item Specification Unit of No. Description Bid Quantity Unit Price Bid Value Section No. Measure I-42 3305.0111 Vaive Box Ad'ustment 33 OS 14 EA _ 2 $150.00 ____, �300.00 I-43 3305.0'106 Manhole Adustment, Ma or 33 O5 14 EA 1 $650.00 , 5650.00 I-44 3441.3301 Rdwy Illum Foundation TY 1 34 41 20 EA 'i $1,540.00 51.540.00 I-d5 9999.0000 Install Flashers and Sign 00 00 00 LS 1 $2,458.00 52,455.00 I-46 9999.0000 Remove and Siorege of Flashers and Sign 00 00 00 �S 1 $890.00 .___ Ss90.00 I-47 9999.0000 Remove and Relocate Gate, Gate Controller, and Mailbox 00 00 00 EA 1 $5,500.00 ____ ____, $5,500.00 I-48 3305.0103 Exploratory Excavation of Existing Utilities __ 33 05 30 EA 2 __$750.00 _ Si.5o0.00 I-49R 3231.0113 6' Chain Link, Steel 32 31 13 LF 355 _$24.00 _,S8,SZO.00 I-49AR 2605.3022 3" COND PVC SCH 40 (B� 26 05 33 LF 25 $1320 5330.00 I-496R 9999.0000 Remove and Relocate Existing Light Post _ 00 00 00 LS 1 $3,795.00 53,�95.00 I-50 3471.0001 Traffic Control 34 71 13 MO 10 $6,836.00 563,360.00 I-51 3110.0'101 Site Clearing _ 31 10 00 LS 1 _ $82,855.00 S3?.355.00 I-52 3125.0'101 SWPPP a 1 acre 31 25 00 LS _ 1 __ _$9,970.00 __ _ 59,970.00 I-53 3217.0401 18° SLD Pvmt Marking HAE (W) _ 32 17 23 �F 90 __. _ $17.00 _51,530.00 I-54 Fiexible Base, Ty�e D, Grade 1, Measurement Class C TXDOT 247 CY 165 _ __ __ $55.53 ____ %9.162.45 1-55 Free Draining Backfill for Abutments & Walls TXDOT 400 CY __ _ 400 __ $22.82 _________ 59,125.00 1-56 Drilied Shaft - 24" TXDOT 416 LF 123 $456.53 556,153.19 I-57 Class C Concrete for Abutments TXDOT 420 CY 312 5655.02 5204,366.?a I-58 Class C Concrete for Bents TXDOT 420 CY 25 _ $877.81 __ �2 �.94515 I-59 Class C Concrete for Bent Columns TXDOT 420 CY 10 $1,282.00 �12,s20.o0 I-60 Class S Concrete for Slab TXDOT 422 SF 4,563 $14.35 _ _ S65,a79.05 I-61 Class S Concrete for Approach Slab TXDOT 420 CY 51 _ $431.41 _ 522,007.9t I-62 Class S Concrete for Sidewaiks TXDOT 420 CY _ 49 _ $277.94 __ __St_,6I9.06 I-63 Class S Concrete for Sidewaik A roach Slab TXDOT 420 CY 16 $376.44 S6,o55.04 I-64 Class C Concrete for Retaining Wali _ TXDOT 423 CY ___11 _ __ $939.31 _ __ S10_332.41 I-65 Prestressed Concrete Slab Beam SS612 TXDOT 425 LF 739 _ $131,24 _ S9e,93636 I-66 Prestressed Concrete Slab Beam 45812 TXDOT 425 LF 185 $132.96 524,597.60 I-67 Rail (Ty�e C411 Mod) TXDOT 450 LF 303 $232.36 ___S7o,ao5:o8 I-68 Rail (Type PR-1) _ TXDOT 450 LF 40 5106.63 54,26520 I-69 Sealed Ex ansion Joint 41N S( EJ_A) TXDOT 454 LF 63 $79.00 �4,977.00 Note: Bridge Specification Section No. refer to TxDOT Specifications Unit i: Paving, Drainage, and Bridge Improvemen[s 51137,229.62 CITY Of fORT WORTiI STANUARD CONSTTiUCTION SVECtPICA'f10N DOCIJMEN'I�5 I�om� Ac�isul Z01 IW27 00 Jt 00_00 A? i_00 4i 13_0013 37_OLD 6id Y'omi-Proposal-Don� Vcndor Con�pliana:_�ls 00 43 13 BID BOND Page 1 of 1 KNOW ALL SY THESE PRESENTS: That we, (Bidder Name) McMahon Contracting, L.P. hereinafter called the Principal, and (Surety Name) 4urccti \un��: T1rrt a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter.called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the sum of One Million Two Hundred Thirry Seven Thousand Two Hundred Twenty Nine and 62/100 Dollars ($ 1,237,229.62 ), 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, joinfly and severally, firm by these presents. WIIEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee, identified as Lebow Channel Roadway Crossing Replacement Dewey Street SECTION 00 43 13 BID BOND 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 proposai 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 day of , �012. By: McMahon Contracting, L.P. (Signature and Title of Principal) *By: Surety Name Here (Signature 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 CONSTRUCT[ON SPECIFICATION DOCUMENTS Form Revised 201 ] 0G27 00 41 00_00 42 43_00 43 li_00 43 37_OLD Bid Form-Proposal-Bond_Vendor Comptiance.sls �)Od$il-t [3IDDERS PREQU,ILIFICA"CIONS Page 1 of 3 SECTION 00 d5 11 BIDDERS PREQUALIFICATIONS 1. Summary. All contractors are required to be prequalified by the City prior to submitting bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequali�cation Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder Prequalification Application in accordance with the requirements below. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. The information must be submitted seven (7) days prior to the date of the opening of bids. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must file the information by the 31st day of March in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's Prequalification Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classi�ed Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the firm's organizational documents (Corporate Charter, Articles of Incorporation, Articles of Organization, Certificate of Formation, LLC Regulations, Certificate of Limited Partnership Agreement). c. A completed Bidder Prequalification Application. (1) The �rm's Texas Taxpayer ldentification Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taxpermid and fill out the application to apply for your Texas tax ID. (2) The firm's e-mail address and fax number. (3) The firm's DtJNS number as issued by Dun & Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DiJNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequali�cation. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. 2. Prequalification Requirements a. Financial Statements. Financial statement submission must be provided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. CITY OF FORT WORTH Lebow Channe! Roadwcry Crossing STANDARD CONSTRUC'I'ION SPECIFICATION DOCUMENTS Replaeement at Dewey Street Revised July l, ZO1 l Ciry Project No. 00778 00 �� 1 I - 2 I3lDDERS PREQUALIFIC�TIONS Page 2 of 3 Q (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified public accounting firm registered and in good standing in any state. Current Texas statues also require that accounting firms performing audits or reviews on business entities within the State of Texas be property licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, corporation, or limited liability company. (4) Financial Statements must be presented in U.S. dotlars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (6) The accountant's opinion on the financial statements of the contr�cting company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting firm's opinion. It should: (1) express an unqualified opinion, or (2) express a qualified opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at any time. (8) The financial statement must be prepared as of the last day of any month, not more than one year old and must be on file with the City 16 months thereafter, in accordance with Pazagraph l. (9) The City will determine a contractor's bidding capacity for the purposes of awarding contracts. Bidding capacity is determined by multiplying the positive net working capital (working capital= current assets — current liabilities) by a factor of 10. Only those statements reflecting a positive net working capital position will be considered satisfactory for prequalification purposes. (10) In the case that a bidding date falis within the time a new financial statement is being prepared, the previous statement shall be updated with proper verification. Bidder Prequalification Application. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible to bid on all classes of construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notation of "None" or "N/A" should be inserted. (2) A minimum of five (5) references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer, model and general common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. CITY OF FORT WORTH Lzbow Channe! Roc�dway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement ar Dewey Street Revised Ju{y l, 2011 City Project No. 00778 00 �35 I t - 3 BIDDERS PREQUALIF[CA"CIONS P�ge 3 of 3 3. Eligibility to Bid a. The City shall be the sole judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalification for failure by the contractor to demonstrate acceptabte financial ability or performance. c. The City will issue a letter as to the status of the prequalification approval. d. If a contractor has a valid prequalification letter, the contractor wi(1 be eligible to bid the prequalified work types until the expiration date stated in the (etter. E'�1D OF SECTiON CITY OF FORT WORTH Lefiow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement nt Dew�ey Street Revised July l, 2011 Ciry Project No. 00778 00 45 12 BID FORM Page 1 of 1 SECTION 00 45 12 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 Concrete Paving Construction/Reconstruction Mcmahon Contracting Asphalt Paving Construction/Reconstruction Mcmahon Contracting Water Line Mcmahon Contracting 0 " _ --� . _ - � -- -. - _ _. The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: McMahon Contracting L.P. Po box 153086 Irving ,Texas 75015-3086 By� n McM�on , ,. � '� � (Signature) Title: Manager Date: U��ii%L�;tr�. v ;� CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 END OF SECTION Addendum 1 Bid Proposal Workbook . , �ORT �V(�RTH � SECTION 00 45 13 BIDDER P�tEQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box Street Address (required) Telephone Mark only one: Q Individual �Limited Partnership Q General Partnership a Corporation Q Limited Liability Company City City State State Faac Zip Code Zip Code Area Code Number Area Code Number E-mail Address Texas Taxpayer ldentification No. Federal Employers Identification No. DIJNS No. (if applicable) MAIL THIS QUESTIONNAIIZE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: 'BIDDER PREQUALIFICATION APPLICATION" 04 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pa�e 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 0 r--- Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it � provides worker's compensation insurance coverage for all of its employees employed on City Project No. 00778 Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: r., McMahon Contractin ,r�L.P_ By: � � �` l il Company e e Print)�, � �._------ P.O. Box 153086 Sib re: Address Irvin�, TX 75015-3086 Title: +�1�}��,(a,�� City/State/Zip (Plea�e Print) THE STATE OF TEXAS COUNTY OF TARRANT 0 0 BEFORE ME, the undersigned authority, on this day personally appeared ,��,�,ta;,1 ;�� 1'lr;t�,�� ,� , known to me to be the person whose name is subscribed to the foregoing instrument, and acicnowledged to me that he/she executed the same as the act and deed of '��,r.�y`;�;�'Y��n i n�1�rr.��, ,,� �� for the purposes and consideration therein expressed and in the c�pacity therein stated. ,O, Notary PubSic S�«te of'Fexas Co�nm. E�ires 10/Z4/201 � ND OF SECTION �� - ,� i _� � ,� JEPINIFER 6b! CLAR{( Natary Pub!l�i� in and or the State of Texas GIVEN UNDER MY HAND AND SEAL OF OFFICE this �� day of , �.� ti� , 2013. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Leboiv Chamael Roadivay Crossing Replacement at Detivey Street City Project No. 00778 0o as ao-� MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page I of 1 SECTION 00 45 40 MINORITY BUSINESS ENTERPRISE GOAL APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE subcontracting 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 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOAL The City's MBE goal on this project is 11 % of the total bid (Base bid applies to Parks and Communiry Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts �reater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Ordinance by one of the following: l. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Waiver documentation. 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 Office at (817) 392-6104. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the times allocated, in order for the entire bid to be considered responsive to the specificat 1. Subcontractor Utilization Form, if goal is met or exceeded: 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated aoal: 3. Good Faith Effort and Subconiractor Utilization Form, if no MBE artici ation: 4. Prime Contractor Waiver Form, if firm will erform all subcontractina su lier work: 5. Joint Venture Form, if utilizing a joint venture to meet or exceed Qoal. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. received by 5:00 p.m., five (5) City business days after the bid openin� date, exclusive of the bid openin� date. END OF SECTION CITY OF FORT WORTH Lebow Channel Roacfivay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacernent at De�ti•ey Street Revised August 17, 2012 Ciry Project No. 00778 00 45 41 - I MINORI'I'Y AND WOMEN BUSINESS ENTERPRISE GOA[. Pa�e 1 of i SECTION 00 45 41 SMALL BUSINESS ENTERPRISE GOAL - APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then the SBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, the SBE subcontracting goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Small Business Enterprises (SBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. SBE PROJECT GOAL The City's SBE goal on this project is D% of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. _ COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a SBE subcontracting goal is appiied, bidders are required to comply with the intent of the City's Business Diversity Ordinance by one of the following: 1. Meet or exceed the above stated SBE goal through SBE subcontracdng participation, or 2. Meet or exceed the above stated SBE goal through SBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Waiver documentation. Failure to comply with the City's Business Diversity Ordinance, shall result in the Bid being considered non-responsive. Any questions, please contact the M/WBE Office at (817) 392-6104. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the times allocated, in order for the entire bid to be considered resnonsive to the specificai 1. Subcontractor Utilization Form, if goal is met received by 5:00 p.m., five (5) City business days after or exceeded: the bid o enina date, exclusive of the bid o enina date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after Utilization Form, if participation is less than the bid opening date, exclusive of the bid opening date. stated eoal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after Utilization Form, if no MBE artici ation: the bid o enin� date, exclusive of the bid o enin date. 4. Prime Contractor Waiver Form, if firm will received by 5:00 p.m., five (5) City business days after erform all subcontractina su lier work: the bid o enin date, exclusive of the bid o eninQ date. �. Joint Venture Form, if utilizing a joint venture received by 5:00 p.m., five (5) City business days after to meet or exceed Qoai. the bid openina date, exclusive of the bid openin� date. END OF SECTION CITY OF FORT WORTH Lebow Chunnel Roacf�vav Crossing STANDARD CONSTRUCTION SPECIFICATION DOCtIMENTS Replacement at Dewey Street Revised August 17, 2012 City Project No. 00778 00�243-1 A�reement Page 1 of 4 SECTION 00 52 43 � AGREEMENT THIS AGREEMENT, authorized on i-�� v E.3 is made by and between the City of Forth Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and McMahon Contractina L.P. , authorized to do business in TeYas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK 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: Lebow Cl�annel Roadway Crossing Replacemeyzt at Detive Sy treet City Pr�ect No. 00778 Article 3. CONTRACT TIME 3.1 Time is of the essence. 3.2 3.3 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. Final Acceptance. The Work will be complete for Final Acceptance within 300 days after the date when the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. Liquidated damages Contractor recob izes that time is of the essence of this Ab eement and that City will suffer financial loss if the Work is not completed within the times specified in Parab aph 32 above, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. The Contractor also recob izes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the City if the Work is not completed 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 Hundrecl-Fiftv Dollars ($650. DO) for each day that expires after the time specified in Parab aph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 Lebolv Channe! Roadmay Crossing Replacensent a1 Deia�ey Street City Project No. 00778 00 52 43 - 2 Asreement Page 2 of 4 Article 4. CONTRACT PRICE City ab ees to pay Contractor for performance of the Work in accardance with the Contract Documents an amount in current funds of One Million Two Hundred Thirty Seven Thousand Two Hundred Twenty Nine and 62/100 Doliars ($ 1,237,229.62). Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire ab eement between City and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Ab eement: a. Bid Form 1) Proposal Form 2) Prequalification Statement 3) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance ACORD 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. MBE and/or SBE Commitment Form 3. General Conditions. 4. Suppiementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Tabie of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Ab eement 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. CITY OF FORT WORTH Lrbolv Channel Roadi+�ay Crossrng STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Deti+�ey Street Revised August 17, 2012 Ciry Project No. 00773 00�243-3 Agreement Page 3 of 4 Article 6. INDEMNIFICATION 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 this contract. This indemnification provision is sAecificallv intended to operate and be effective even if it is alle�ed or proven that all or some of the damaQes beina sou�ht were caused, in whole or in part, bv anv act, omission or ne�li�ence of the citv. This indemnity provision is intended to include, without limitation, indeirinity 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 offcers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleaed or proven that all or some of the dama�es bein� souaht were caused, in whole or in part, bv anv act, omission or ne�li�ence of the citv. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article 1 of the General Conditions wiil have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Ab eement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 73 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assib s and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed s�ricken, and all remaining provisions shall continue to be valid and binding upon CITY and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performabie in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court far the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Lebory Channel Roadi+�ay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised August 17, 2012 City Project No. 00778 00 52 43 - 4 A�reement Pa�e 4 of 4 7.6 Other Provisions. The Contractor ab ees 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 sib Agreement, if other than duly authorized sib atory of the Contractor. IN WITNESS WHEREOF, City and Contractor have executed this Ab eement in multiple counterparts. This Agreement is effective as of the last date sib ed by the Parties (`Bffective Date") Contractor: McMahon Cont ctin , L.P. �=�� r., !$-: " ..� C_-- - - (Sib ature) �;Lr��.;� ti�i�1��hn�� (Printed Name) Title: Address: P.O. Box 153086 City of Fort Worth BY� ' /Z2�1'�� FeNnando Costa Assistant City Manager Date / � / Attest: �'i, rY�<<-� Mary �T: Kayser, City �ecretary (Seal) M&C� !�;-;L Date: ��. ; ; � � �.o o° -� �o.. �o City/State/Zip: Irving, Texas 75015-3086 �4 r ve as)to �'orm and Legality: � - -? - ' �, � � �, � ' • r� Date Doug as W. B ack Assistant City Attorney �i��ICIAL REC4RI� ��"� SR�R�TAIRV FT'.1N�R'TH, iX APPROVAL RECOMMENDED: �sW�� Douglas�' . Wiersig, P.E. I DIREC"P R, Transportation an�i-� ublic Works Dept. 1000 Throckmorton Street Fort Worth, TX 76102 CITY OF FORT WORTH Leboiv Channe! Roadi+�ay Crossira`� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Deii�ey Street Revised August 17, 2012 City Project No. 00778 OQ6113-1 PERFORMANCE BOND Page I of 2 Bond No. 08977144 SECTION 00 61 13 PERFORMANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT KNOW ALL BY THESE PRESENTS: That we, 1V�cMahQn Contracting I..P. , known as 0 onia erican "Principal" herein and Casualty and Surety Company , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, l:nown as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, l:nown as "City" herein, in the penal sum of, One Million Two Hundred Thirty Seven Thousand Two Hundred Twenty Nine and 62/100 Dollars ($ 1,237,229.62 ), lawful money of 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 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the City awarded the �_ day of ��.� 1 , 20 j`�, which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as Lebow Channel Roadway Crossing Replacement at Dewey Street, CiTy Project No. 00778 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be b anted on the part of the City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. 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. CITY OF FORT WORTH Lebow Channel Roadrvay Crossn�g STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 City Project No. 00778 00 61 13 - 2 PERFORMANCE BOND Page 2 of 2 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 shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and o�cers on this the L� day of � j ia��ai� i� , Zo �3 . � ATTEST: . „y � Cf/r' �;i 1 J,(�ii n '� (Prin ipal) ecretary � �G �i G � imess as ox'rincipal P�urrclPaL: McMaho ContractinQ. L.P. -- �.�._.�y� ��'�-a -- _, __ ignature �-��;�v��n I`'1 � ��1�h ��-- I��,�Gt�► �� Name and Title Address: P.O. Box 153086 IrvinQ, Tx. 75015-3086 SURETY: Colonial American Casuaity and Surety Company � BY: -� �-7�� %�-�� /��— Si�nature Robbi Morales, Attorney—in—f_act Name and Title �, � � r � � '� Y �_ ��`A�1.�. ,._ ' � �� Witness as to Surety Address: 2711 N. Haskell Ave. , Suite 800 1. . 1 Telephone Number: 214/ 989-0000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sib such obli�ation. 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 Contract is awarded. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 Lebotiv Channel Roachvay Crossing Replacement at De�vey Street City Project No. 00778 00 61 14 - 1 PAYMENT BOND Page I of 2 Bond No. 08977144 SECTION 00 61 14 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL SY THESE PRESENTS: COUNTY OF TARRANT § That we, McMahon Contractin� L.P. , known as "Principal" herein, and Colonial American Casualty and Surety Companv _.__, a corporate surety (sureties), 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 o� the State of Texas, known as "City" herein, in the penal sum of One Million Two Hundred Thirty Seven Thousand Two Hundred Twenty Nine and 62/100 Dollars ($ 1,237,229.62 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and assib s, jointly and severally, firmly by these presents: WHEREAS, Principal has entered into a certain written Contract with City, awarded the � day of ;�, -t� �:��lt � , 20 1�> , which Contract is hereby referred to and made a part hereof far all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and desib ated as Lebow Channel Roadway Crossing Replacement at Dewey Street, City Project No. 00778 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. 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 shall be determined in accordance with the provisions of said statute. CITY OF FORT WORTH Leboiv Channel Roadivay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacemext at De�vey Street Revised July 1, 2011 Crry Project No. 00778 00 61 14 - 2 PAYMENT BOND nzge 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED �� this instrument by duly authorized agents and officers on this the � i day of i anun�'+ t , 20 l 3. � ATTEST: V , l � 1 (Princ pal) ecretary / �( ,w � itness a o Principal ATTEST: �� i� � � i � '1 �"� Yi�ti�� (Surety) Secretai- PRINCIPAL: McMahon Contractina, L.P. � BY�_- . - i�� < `- _ % Sib ature � 5l�<,�uun I`'�lCl`'�C�.��on - I��G��,� Name and Title - Address: P.O. Box 153086 Irvina. Tx. 75015-3086 SURETY: Colonial American Casualty and Surety Company BY: ��E- �. ��l�t�i�� — Sib ature Robbi Morales, Attorney-in-fact Name and Title Address: 2�11 N. Haskell Ave. , Suite 800 r � � � �� Dallas, TX 7�204 r 1 � �� (� .\� � � �;�,, �� Witness as to Surety Telephone Number: 214/989-0000 Note: If sib ed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sib 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 Contract is awarded. END OF SECTION C1TY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Deivey Street Revised July 1, 201 I City Project No. 00778 00 61 19 - 1 MAINTENANCE BOND Pa�e 1 of 3 Bond No. 08977144 SECTION 00 61 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARI2ANT § That we McMahon Contractin L.P. , known as Co onial American "Principal" herein and ('astial t� and S��rPt� ('.nm�n� , 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 One Million Two Hundred Thirty Seven Thousand Two Hundred Twenty Nine and 62/100 Dollars ($ 1,237,229.62 ), 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 successars, we bind ourselves, our heirs, executors, administrators, successors and assib s, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the City awarded the `�;� day of ►� i�� u rl.k " a , 20 Q'� , which Contract is l�ereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly autharized Change Order (collectively herein, the "Work") as provided for in said contract and desib ated as Lebow Channel Roadway Crossing Replacement at Dewey Street, City Project No. 00778 WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the City of the need therefor at any time within the Maintenance Period. CITY OF FORT WORTH Lebow Chan�iel Roadrvay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Delvey Street Revised July 1, 2011 City Project No. 00778 00 61 19 - 2 MAINTENANCE BOND � Page 2 of 3 NOW TFIEREFORE, 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 Principal 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 shail 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. CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Lebow Channe! Roadway Crossing Replacement at Dewey Street Gity Project No. 00778 00 61 19 - 3 MAINTENANCE BOND Page 3 of 3 IN VVITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the �� day of ��.��'; e� `l +''� � ,20 �� . ATTEST: J 1' � l l�!�;� � r �,�� ;� (Prin ipal) Secretary � i ;� � � � � �L� � itness as to�Principal A'�TEST: ;� 1'� j�.,�"� ''✓-�%� ` ni/ V Y �/V V� (Surety) Secre � � 1 ��,�,tc_r_�._��,< <�� Witness as to Surety � PRINCIPAL: McMahon ContractinQ. L.P. _ �' - , ...� ignature � J�� ;�w �r� _/`'I �:I�I ��1�; r? .= 1�v�C�tir�,ii �L� � Name and Title Address: P.O. Box 153086 Irvin7, Tx. 75015-3086 SURETY: ('nl nni al AmPri ran CaGiial t3� _ a n cl �7.� r P t�LC.pm�n,�� BY��-'� � � 7'� �� Signature Robbi Morales, Attorney—ia—fact Name and Title Address: 2711 N. Haskell Ave.. Suite 800 i�allas, TX 75 04 Telephone Number: 214/989-0000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sib 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 Contract is awarded. � CITY OF FORT WORTH Lebow Channel Roadivay Crossnlg STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 City Project No. 00778 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by JAMES M. CARROLL, Vice President, in pursuance of authority granted by Article V, Section 8, of the By-Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Jerry P. ROSE, Don E. CORNELL, Robbi MORALES, Lisa M. BONNOT, Ricardo J. REYNA, Luke J. NOLAN, JR., Lloyd Ray PITTS, JR. and V. Delene MARSHALL, all of Dallas, Texas, EAGH its true and lawful agent and Attomey- in-Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, �XCEPT bonds on behalf of Independent Executors, Community Survivors and Community Guardians. and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies; as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the reb larly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the rewlarly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the By-Laws of said Companies, and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and �'IDELITY AND DEPOSIT COMPANY OF MARYLAND, this 9th day of July, A_D. 2012. ATTEST: ZURICH AMERICAN INSURAI�ICE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELTTY AND DEPOSIT COMPA.NY OF MARYLAND �GSti�, _ ,^p 9.. .�rps� Gp,,N�NSf! e �( �p� i +wr O 'Y � i p .Vi�`�Gfl��cn: �8EAL � o nw .i �z ; � o;`�? �g o � 6' �eee � ag � :,ol��._..- *s�'S .. *, � � �� s"`�-- ,c.C.c� /-�. Assistant Secretary Eric D. Barnes � �' r �''%:.-:. _it- .-'�_ ��-.�� f�� Vice President James M. Carroll State of Maryland City of Baltimore On this 9th day of Iuly, A.D. 2012, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, JAMES M. CARROLL, Vice President, and ERIC D. BARNES, Assistant Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly swom, deposeth and saith, that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and d'uection of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. ` ',,,.��`,,�'�;''; . . . "' �, :ii-�✓% . ... a'��'��:� >_.. > :'`i : : >: � /-7 � , ,, � ; U . f�..u.n�.n� .. 'i1:}�' .: � � ....... l�7-r...�.."�.i-�/>✓.R- �. =d� ,;......; ;'>>`,.`� � �'�qrr�iut��, Constance A. Dumi, Notary Pubiic My Commission Expires: July 14, 2015 POA-F 168-0589 �o' i c, - �`ideli�ty and D�posit Companies HomcOt�ee: 3914KeswideRoad Battituure,MD 2i2I:1 IMPO�RTAN'T NOTICE To obtain information or make a complaint: You may cail the Fietelity and Deposit Company of Maryla.nd, Colonial American Casualry atid SvretY COmpany, andlor Zur�ch American fnsurance Company°s toll-fi� telEp�one nuinber for information or to ma�e a complainfi ai: . � � _ 1-8(}0-654-5155� � 'You m.ay contact ttie �Texas Department-oiInsuran,ce to obtain iz�fflrmation an compan.ies; coverages, righ�.s>-or complain�,s �at: � � - - - 1-80Q 2�2 3439� You may write #!ie Texas Depar�rient of Insurance: ` �. � - � .P:U. Box 1-491�04` - � �. Austin, TX 78714�9104' � FAX # (512) 4�5-177� . - PRENIII,TiV!- OR CLAIM DISPiITES: Should you have a dispute concern�ng the pre�mium or about a elaun, �►ot� shauld` frrst cantact Fidel�iiy and Deposit Comp�ny o€Nfary�and or CoIonial American Casualty and Surety Compan�. If the d"zspute is riot resolved, you may contacx the Texas : De,partment of LYsuran.c�. � - . � ' ATTA,CH TFIIS N4TICE TO YOUR POLICY:. 'Fhis �o�ce is for informaiion only and does. not become a part or condition oFi�e at#ached documeni. . - S8S43f�'F7n (08/Oi) STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CiTY OF FORT WORTH STANDARD CONSTRUCTtON SPECIFCATION DOCUMENTS Revision: Au�ust 17, 2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Ternunology .....................•-----------�--�---.......-�------......................--�---..........-�------.....1 1.01 Defined Terms .............�---•--....................---•�-�----------..........--•---...........----........--------•--.......---�--�---�--1 1.02 TerminologY•-�--.....-• ............................................................•----.........---�--.......-------.........--�•-�--�---...6 Article2 — Preliminary Matters ..........................................................................................�--�--�---......-•--��------...7 2.01 CopiesofDocuments ..............•--�--•-•--•-��---.....-----.........---•---•--.._......_..................---......-------�--........7 2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7 2.03 StartingtheWork......----� .....................•-�----�---------------._.......-•--------.......-------............----.......--•------�-s 2.04 Before Starting Construction---�-• .....................................�--.............---.....__..................._...............8 2.05 Preconstruction Conference.--•--------•• ...............................�---.......-•--�---..........._...........---�------.........8 2.06 Public Meetinb --�-�--........--�-�---• ................................................................�----•---.......-----.................8 2.07 Initial Acceptance of Schedules.........--••-�-�------� .....................................•---......---....---........-�--------- � Article 3— Contract Documents: Intent, Amending, Reuse ............................................................................ 8 3.01 Intent ........................................................�--��-----...---...........-------.._......------.......------�----..........--�---... 8 3.02 Reference Standards----.......-•-•-•----��---��--• ..........................................•�-----.......-----•--.......-•---�----......9 3.03 Reporting and Resolving Discrepancies ......................................................•---.---....-•----•----.-----•---9 3.04 Amending and Supplementing Contract Documents .................................................................10 3.05 Reuse of Documents ...................................................................................................................10 3.06 Electronic Data--------------------�---------............................-----•--�----....................-----............---------.......11 Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points ..............�-------....................................................--------•--....---��----.........11 4.01 Availability of Lands ........................................••-------•--..........--�-----.......-------......--•-----�---............11 4.02 Subsurface and Physical Conditions ....................................................•----...........------...........----.12 4.03 Differing Subsurface or Physical Conditions .............................................................................12 4.04 Underground Facilities .....................�--�-�-•�--��--�----..............-•---............-•---.........------..............---..13 4.05 Reference Points --�-------------------�-�---.........................----��---........-----�-�---......_....---.......---�-•�---.........14 4.06 Hazardous Envirorunental Condition at Site ..............................................................................14 Article 5— Bonds and Insurance .................••-�--�---�--•----•�-----•--........--�----�--...........................---�--........-------......16 5.01 Licensed Sureties and Insurers .........--•---�-------�� .........................�--........---............-----..........-�--�---16 5.02 Performance, Payment, and Maintenance Bonds .......................................................................16 5.03 CertificatesofInsurance .........................�----�------�•-----...........--��-�------...-•---.................----.............16 5.04 Contractor's Insurance .....................................�----...........--�----............---�--............---.......-•--------..18 5.05 Acceptance of Bonds and Insurance; Option to Replace ...........................................................19 Article 6 — Contractor's Responsibilities ....................................... 6.01 Supervision and Superintendence ............................. ---� ..............�---...........-----.....----- ---��--•--19 ..........19 CITY OF FORT WORTH S"CANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Au�� 17, ?0 t2 � 6.02 Labor; Working Hours ................................................................................................................20 6.03 Services, Materials, and Equipment ..................................................�•---....................................20 6.04 Project Schedule ....................................................................•--��--•--.........-•---..............................21 6.05 Substitutes and "Or-Equals" ....................................................................................................... 21 6.06 Conceming Subcontractors, Suppliers, and Others ....................................................................24 6.07 Wage Rates ...............................................................................�--•--.............................................25 6.08 Patent Fees and Royalties ...--�� ...................................•--•---..........................................................26 6.09 Permits and Utilities ....................................................................................................................27 6.10 Laws and Rea larions ................................................................................................................. 27 6.11 Taxes ...........................................................................................................................................28 6.12 Use of Site and Other Areas .......................................................................................................28 6.13 Record Documents ......................................................................................................................29 6.14 Safety and Protection .................................................................................................................. 29 6.15 Safety Representative ..........................................•-•-•---......................._.........-•--•�--•-••--�-•---...........30 6_ 16 Hazard Communication Programs ..............................................................................•--............30 6.17 Emergencies and/or Rectification ................................•-•-•----•-----..--•--.•---•--•---......---....-•-•-----...----30 6.18 Submittals ....................................................................................................................................31 6.19 Continuing the Work ...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee ..........................................................................32 6.21 Indemnification ......................................................................................................................•--33 6.22 Delegation of Professional Design Services ..............................................................................34 623 Right to Audit ................................................................•--�--�---••--•---•-•-•-•-------.....................--�---...34 6.24 Nondiscrimination .......................................................................................................................35 Article 7- Other Work at the Site ...................................................................................................................35 7.01 Related Work at Site ................................................................................................................... 35 7.02 Coordination ..........................................................................................................•----.................36 Article 8 - City's Responsibilities ...................................................................................................................36 8.01 Communicarions 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 ....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition ....................................................................37 8.09 Compliance with Safety Program ............................................................................................... 37 Article 9- City's Observation Status During Construction ........................................................................... 37 9.01 Ciry's Project Representative ................................................•--�--�-•---.....................................----37 9.02 Visits to Site .............................................................................................................•�--••--�-•--......37 9.03 Authorized Variations in Work..--� ....................................................�---.....................................38 9.04 Rejecting Defective Work ...................................................................................................••----.38 9.05 Determinations for Work Performed .................................•---•--•---.---.-•---....................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY OF FORT WORTH STANDr1RD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Au�vst 17, 2012 Article 10 - Changes in the Work; Claims; Extra Work ................................................................................38 10.01 Authorized Changes inthe Work---------------�---��--�--............-�-•-•----..............-�---............-------.........38 10.02 Unauthorized Changes in the Work ........................................................................................... 39 10.03 Execution of Change Orders .............................................................................•-�----............-------39 10.04 Extra Work .............�---.......................................-•-------�-•--................................-�------....................39 10.05 Notification to Surety .............•-----•-•-••--•----.......--•--........................_..........._..............----�-�---.........39 10.06 Contract Claims Process.--� ............................................•�----..............-•----...................................40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41 11.01 CostoftheWork.-• ..............................................................................�------.......--•--�--------............41 11.02 Allowances-� ..................�-�------�---...----....................................--�-----•--...........---............-----....---.....43 11.03 Unit Price Work.-� ..................................................�---------...............---�--.........-------�----........._.......44 11.04 Plans Quantity Measurement-----------------•�---........................-----------..........-�---......_..........-----------..45 Article 12 - Change of Contract Price; Change of Contract Time .................................................................46 12.01 Change of Contract Price........--�-�-----�-•--��----...----� .......................................................................46 12.02 Change of Contract Time .........................................�-----��---...............-�-�-----.............-------............47 12.03 Delays.......-� ..........................�--�--...--�-•------------................---•------�-•---............-------.........---•-----........47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................48 13.01 Notice of Defects ---�--��--� ......................................••----••--------...............---------..............._...............48 13.02 Access to Work.....--• .....................................................................:...........................��---�----........48 13.03 Tests and Inspections ....................................................................�•--------........--------�--.................48 13.04 Uncovering Work.-•--•---•-��--• ........................................................................................................49 13.05 City May Stop the Work .........................•-------------�----------............-•----................._................-•---..49 13.06 Conection or Removal of Defective Work ................................................................................50 13.07 Correction Period---• .............................•---•---�----�----------.................------.............-----�-•--.................50 13.08 Acceptance of Defective Work-------...--••----�--•-•• ..................•-----..................................-�-----.........51 13.09 City May Cotrect Defective Work .........................•-----------..................---...................................51 Article 14 - Payments to Contractor and Completion .................................................................................... 52 14.01 Schedule of Values ...............•------------�-�--------�--.....----..................................-----�--•--...........----�-�-•�-5� 14.02 Progress Payments .........................•--------••----------�-�-��--�--............--•---�-----..........---------..................52 14.03 Contractor's WarrantyofTitle.--�•---------------•-••--�--............-----------............-•------...........................54 14.04 Partial Utilization--------------------------------�--------•--•�------...............----......................----........--�•---------..55 14.05 FinalInspection....------� ..............................................•--•----��---...........---------........---....------............55 14.06 Final Acceptance ............................................................�---....................................----��---............55 14.07 Final Payment.......----�-•--� .................................................•--�--�--................................-�--•---...........56 14.08 Final Complerion Delayed and Partial Retainage Release ........................................................ 56 14.09 Waiver of Claims ................................�-------��----........................----�---------...............................-•--- 57 Article 15 - Suspension of Work and Termination -•-•-•----• .............................................................................57 15.01 City May Suspend Work ....................�-•�-�----�--�--.....----................----•---............--•-•--�----................57 15.02 City May Ternunate for Cause .--------�-------•-• .........................•-----.................---..................---�---�-- 58 15.03 City May Terminate For Convenience.......--.-• .....................................................................•---.. 60 Article16 - Dispute Resolution .................................•-•---�•-•-•-�--��-�---........................-�---..............----...............61 16.01 Methods and Procedures----------------��----.....---•�----�--�----�•---..................---................---....................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC[FCATfON DOCUNIENTS Revision: August 17, 2012 Article17 — Miscellaneous ..............................................................................................................................62 17.01 Giving Notice ...................................�---•---...................................................................................62 17.02 Computation of Times --• ............................................................................................................. 62 17.03 Cumulative Remedies ..................................................�------.....................................---................62 17.04 Survival of Obligations ...............................................................................................................63 17.05 Headings ..............................................................•---...-----..................---.......................................63 CI1'Y OF FORT WORTH STr1NDrUtD CONSTRUCTION SPECIFCAT[ON DOCUMENTS Revision: August l7, 2012 007300- I (;cneral Conditions Pa_e 1 of63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defif�ed 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 benerally 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 initial 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 a aphic 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 instnunent which is evidence of the agreement between Ciry and Contractor covering the Work. 3. Applicution 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 friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — 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 Work to be performed. 7. Biclder—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. Biddi�2g Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Forni with any supplements. 10. Btcsiness Duy — 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. Bac�zsaw — City's on-line, electronic document management and collaboration system. 12. Calenclar Day — A day consisting of 24 hours measured &om midnight to the next midnight. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCAT[ON DOCUMENTS Revision: Au��Y 1"7, ?0 ]2 �)07300-1 General ('onditions Pa,e 3 of 63 13. Chunge 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 adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The Ciry 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 specific 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 Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, TeYas, or his duly authorized representative. 16. City Counczl - The duly elected and qualified governing body of the Ciry of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking 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. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Doctcments—Those items so desi�ated in the Ab eement. 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. 2 L Contruct Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Parab aph 11.03 in the case of Unit Price Work). 22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) cornplete the Work so that it is ready for Final Acceptance. 23. Contractor The individual or entity with whom City has entered into the Ab eement. 24. Cost of the Work—See Para�-aph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCT[ON SPECIFCATION DOCUNIENTS Revision: Au3vs[ 17, ?012 00 72 00 - 1 General Conditions Page 3 ot 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third pariy, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. 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. 28. Director of Parks and Commriniry Services — The officially appomted Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning ancl Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The o�cially appointed Director of the Water Deparhnent of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. 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 sib ed and delivered by the last of the two parties to sib and deliver. 34. Ena neer The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Conh-act Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Au_w-t l7,'_0 ('_ 00 73 00 - t General Conditions Page 4 oF 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Reqzcirements—Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantiries or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Huzardoa�s 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. 42. Laws and Regt�lations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens—Charges, security interests, or encumbrances upon Project fiznds, real property, or personal property. 44. Major Item — An Item of work 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. 45. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award—The written notice by Ciry to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sib and deliver the Agreement. 47. Notice to Proceed—A written notice given by City to Contractor fiYing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs—Polychlorinated biphenyls. 49. Petroleicm—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, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CITY OF FORT WOR"CH STANDARD CONSTRUCTION SPECtFCATION DOCUMENTS Revision: Au�vst 17, 2012 00 73 00 - t General Conditions Page � of 63 51. Project Schedule—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 Work within the Contract Time. 52. Project—The Work to be performed under the Contract Documents. 53_ Project Representative—The authorized representative of the City who will be assigned to the Site. 54. Ptcblic 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. 55. Radioactive Muterial—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 20ll et seq.) as amended from time to time. 56. Reb �lar Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Sumples—Physical examples of materials, equipment, or worlananship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged_ 58. Scheclide of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands fumished by Ciry which are designated for the use of Contractor. 61. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and worlananship as applied to the Work, and certain admuiistrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH S1�ANDARD CONS"iRUCT10N SPECIFCATION DOCUMENTS Revision: Au�vst l7, 20 (2 s UO 73 00 - I Gcneral Conditions Paee 6 of 63 63. Sl�bmittals—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 Work. 64. Stcccessf �l Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Secperintendent — 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. 66. St�pplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Szcpplier 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 Work by Contractor or Subcontractor. 68. Undergrotcnd Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other eontrol systems. 69. Unit Price Work—See Paragraph 11.03 of these General Conditions for defuution. 70. Weekend Working Hozcrs — 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. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work 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. 72. Working Day — A working 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 perfomiance of the principal unit of work underway far a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The wards and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives.� C17Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Au�wrt 17, 2013 007?00-I General Conditions Pa�e 7 of 63 The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by Ciry. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjecrives of like effect or import are used to describe an action or deternunation of City as to the Work. It is intended that such exercise of professional judgment, action, or deternunation will be solely to evaluate, in beneral, the Work 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: 1. The word "defective," when modifying the word "Work," refers to Work 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 referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Fi�rnish, Instull, Perform, Provide: 1. The word "Fumish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean fumishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known 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 ofDocc�ments City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy 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 PYoceed 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 A�reement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC[FCATION DOCUMENTS Revision: August 17, 2012 00 72 00 - I G�neral Cunditians Paee 8 of 63 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 Constrz�ction Buseline Schedades: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstr-t�ction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the Ciry. 2.07 Initial Acceptance of Schedtcles 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 eomplementary; what is required by one is as binding as if required by ail. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereo fl 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 secrions may be written in varying 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 confornuty 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 parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUNIENTS Revision: August 17, 2012 007300-1 General Conditions Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subpara�raph 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 Work 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. 3.02 RefeYence Stanclurds A. Standards, Specifications, Codes, Laws, and Regulations Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Reb lations, 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 o�cers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the perFormance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting und Resolvirzg Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Doc7�ments Before Starting Work: Befare undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambi�uity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents Dtcring Performunce 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 applicable 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 Work affected thereby (except in an emergency as required by Paragraph C fTY OF FORT WORTH S1'ANDARD CONSIRUCTION SPEC[FCATtON DOCUMENTS Revision: August 17, 20l? 00 72 00 - 1 Genera( Conditions Paee 10 of63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Para�aph 3.04. 3. Contractor shall not be liable to City for failure to report any contlict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual lrnowledge thereof. B. Resolving Discrepancies: 1. EYcept as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or 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 govem over scaled dimensions, Plans shall govem over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govem over those shown in the proposal. 3.04 Amending und Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work 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 Work 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 Docicments 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 fl prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revisiun: Au�nut 17, 3013 uU i300- 1 General C onditions Pa�e i l uf63 B. The prohibitions of this Para�raph 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 Duta A. Unless otherwise stated in the Supplementary Conditions, the data fumished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specificarions referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, b aphics, or other rypes are furnished only for the convenience of the receiving pariy. Any conclusion or infomzation obtained or derived from such electronic files will be at the user's sole risk. 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 makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, 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 ofLands A. Ciry 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 Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in exisring facilities. l. 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 reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC[FCA"fION DOCUMENTS Revision: Au;vst 17, ?013 00 7? 00 - 1 Gener�l Conditions Page I3 of63 C. Contractor shall provide for ail additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Sz�bsi�rface und Physicul Conditions A. Reports and Df�awings: The Supplementary Conditions identify_ l. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underb ound Facilities). B. Linzited Reliance by Contractor on Technical Data Authori�ecl: 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 make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, eonsultants, or subcontractors with respect to: l. 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. 4.03 Differing Subsurface or Physical Conditions A. Notice.• If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. 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 work of the character provided for in the Contract Documents; C ITY OF FOR"C WORTH STAND.4RD CONS'tRUCT(ON SPGC[FCATION DOCUh4ENTS Revision: Au��st l7, 201? 00 73 00 - I General Cunditions Paee ]3 of63 � then Contractor shall, promptly after becomin; aware thereof and before fixrther disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify Ciry in writing about such condition. B. Possible Price und Time Adjicstments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew 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 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Undergrotcnd 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 infornlation and data fumished to City or Engineer by the owners of such Under�ound Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: l. 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 checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work 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 Work. B. Not Shown or Inclicated.• 1. If an Underground Facility which conflicts with the Work 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 performina any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUh1ENTS Revision: August 17, 2012 00 73 00 - I General Conditions Yage 14 of63 Work in connecrion therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Under�ound Facility and give notice to that owner and to City. City will review the discovered Underground Facility and deternune the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consec�uences of the existence or location of the Underground Facility. Contractor shail 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 shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 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 Work_ City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make 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 wilifully 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 Hazardotcs Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Condirions that have been identified at the Site. B. Limited Reliunce by Contractor on Technical Duta Az�thori�ed: 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 make 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC[PCATION DOCUMENTS Revision: August 17, 30I3 i ip 73 00 - 1 General Cunditions Page 1� of63 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. C. Contractor shall not be responsible far 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 Work. 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. 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 Work 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 take correcrive action, if any. E. Contractor shall not be required to resume Work 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 Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not ab ee to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work_ City may have such deleted portion of the Work performed by City's own forces or others. G. To the ficllest extent permitted by Laws and Reb �lations, Contractor shall indemnify und holcl harmless Ciry, fYom and against ull ciczims, costs, losses, and dumages (including ba�t not limited to ull fees and churges of eno neers, architects, uttorneys, und other professionals und all court or urbitration or other clispa�te resola�tion costs) arising otit of or relating to a Hazardous Environmental Conclition created by Contractor or by anyone for whom Contrccetor is responsible. Nothing in this Paragruph 4.06.G s12a11 obligate Contractor to indemnify any indivic�icul or entity from and ugainst the conse�luences of that individual's or entiry'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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Au�w-t l7, 201? 00 73 (l0 - 1 General Conditions P�ge I6 af 63 ARTICLE 5— BONDS AND INSURANCE 5.01 Licensed Sureties and Insuref s 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 shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Boncls 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 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 Work 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 Contract 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 sib ed 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 attorney-in-fact sib ed each bond. D. If the surery on any bond furnished by Contractor is declared bankrupt 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 notifieation, 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 Insa�rance 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 Contractar is required to purchase and maintain. 1. The certificate of insurance shall document the Ciry, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. C ITY OE FORT WORTH STANDARD CONSTRUCTION SPECIFCAT[ON DOCUMEN"CS Revision: Autinast 17, 2012 00 7? 00 - 1 Generai C'onditions Pa�e U of63 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 workers' 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 Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subro�ation (Rights of Recovery) in favor of the Ciry_ In addition, the Contractor agrees to waive all rights of subrogation against the 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 certificate 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 warranry period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance 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 determined to be unacceptable or the Ciry 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 stockholders' equity. In CfTY OF FORT WORTH STANDARD CONSTRUCTION SPEC[FCATION DOCUMENTS Revision: AuL�st 17, 2012 00 72 00 - I Gcneral C'onditions Pa:!e 13 i�f 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk 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 make 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 we11 as of the contracting party to the City. The City shall Ue required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work� by Change Order_ 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to 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 party 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 Inszirance A. Wor-kers Compensution and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being perFormed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work 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 Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commerciul Generul Liubility. 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 contract. 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 CITY OF FORT WORTH ST 1NDARD CONSTRUCTION SPECIFCATfON DOCUMENTS Revision: Au��ust l7, _O l� ou��oo-� Gcneral Conditions Pa«e I9 of63 insurance or self-insurance pro�rams 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 City may require the contractor to maintain completed operations covera�e for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liabiliry. A commercial business auto policy sha11 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 work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Rczilroad Protective Liability. If any of the work or any warranty work is within the limits of raiiroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cuncellation: 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 worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; 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 Ciry 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 Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Au��ust (7, 2013 00 73 00 - I Gene�al Conditions P�ge?0 of63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication �iven to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas durin� the sequence of construction. 6.02 Labor; Working Hours 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. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working 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 Services, Materials, and E�uipment 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 Work. B. All materials and equipment incorporated into the Work 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 wananties and b arantees required by the Specifications shall expressly run to the benefit of City. If required by Ciry, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 3012 UO 73 00 - 1 General Conditions Paee21 uf63 C. All materials and equipment to be incorporated into the Work 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 Work shall be the latest model at the time of bid, unless othenvise specified. 6.04 Pr-oject Schedt�le 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. 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 O 1 32 16. 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 Substitictes und "Or-EqLcals" 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 like, equivalent, or "or-equal" item or no substitution is pernutted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or-Eqacal " Items: If in City's sole discretion an item of material or equipment proposed by Contractor is funcrionally equal to that named and sufficiently similar so that no change in related Work 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 Ciry deternunes that: 1} it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC(FCATION DCX'UMENTS Revision: Au�.vst 17, 2012 np7'00-1 General Conditions Page 32 o f 63 2) it will reliably perform at least equally well the funetion 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 Work: 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. Stibstitute Items: a. If in Ciry'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. b. Contractor shall submit sufficient infornlation as provided below to allow City to determuie 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 make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall _ comply with Section Ol 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general desib ; b) be similar in substance to that specified; 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 Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the desi� to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIPCATION DOCUMENTS Revision: August 17, 2012 00 73 00 - I General Conditions P�_e33 of63 c) whether incorporation or use of the proposed substitute item in connection with the Work 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. B. Saebstitute Constn�ction Methods or Proceclzcres: 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 Ciry. 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 make written application to City for review in the same manner as those provided in Para�raph 6.OS.A.2. C. City's Evaluation: 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 fumish 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 complete, 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 Gicarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shull indemnif'y und hold harmless City and anyone directly or indirectly enzployed by them from and against any and ull claims, damages, losses and expenses (inclirding attorneys fees) arising ozct of the use of stcbstittcted materiuls or eqz�ipment. E. Ciry's Cost Reimbacrsement: 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 making 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 shail provide all data in support of any proposed substitute or "or-equal" at Contractor's expense. C["rY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Aur�ust 17, ?012 00 72 00 - I General Conditions P��e 2�t o f 63 G. Ciry Suhstitute Reimbursement: 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 Strbcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work 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 enrity, 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 enrity to furnish or perform any of the Work 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. Bz�siness Diversiry Enterprise Orclinunce Compliunce: It is City policy to ensure the full and equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business Diversity Ordinance (as amended) by the following: 1. Contractor shall, upon request by the City, provide complete and accurate information regarding actual work performed by a MBE and/or SBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE 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 proeedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actuai work performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds for termination of the Contract in accordanee with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor 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 Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: C [TY OF FORT WORTH STANDARD CONSTRUCTION SPECfFCAT(ON DOCUMENTS Revision: August 17, 201? 0O 72 00 - I Genernl Conditions Pa,e2� of63 l. 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 Work of Subcontractors, Suppliers, and other individuals or enrities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specificaily binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. D�cry to puy 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 or part of the day that the worker 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 Violutions and City Determinution of Good Cause. On receipt of information, including a complaint by a worker, conceming an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The Ciry shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's deterniination 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 prob ess payments pending a final determination of the violation. CITY OF FOR"C WOR"CH STANDARD CONS"IRUCTION SPECIFCATION DOCUMENTS Revision: Au��t 17, 2012 00 73 00 - 1 General Conditions Page 26 of 63 D. AYbIiYLlilOi2 Reqi�ired if violution 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 worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial 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 arbitrator 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 Maintainecl. 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 Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be 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 Payments. 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 Wuge Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Stibcontractor 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 P�itent Fees und Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorparation in the Work 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 Work and if, to the actual knowledge 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 ribhts 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 fi�llest extent permitted by Luws and Regz�lutions, Contructor shull indemnify und holcl IzaY�nless City, f�om and against all cluims, costs, losses, canc� damages (inclacding but not limitecl to ull.fees uncl charges of engineers, urchitects, attorneys, and other professionuls un�l all court or aYbitration o� other clispute resoltition costs) carising out of oY relating to any infringement of putent rights or copyrights incident to the tcse in the performance of the Work or resiilting from CfTY OF FORT WORTH 5 (ANDARD CONS"CRUCT[ON SPECfFCATiON DOCUMENTS Revision: August 17, 2012 r �0 72 00 - I General Condi[ions Page 37 of 63 the incorporution in the Work of uny invention, clesign, process, product, ar clevice not specified in the Contruct Docurnents. 6.09 Permits and Utilities A. Contractor obtained per-mits ancl 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 shall pay all �overnmental charges and inspection fees necessary for the prosecution of the Work 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 Work. B. City obtained permits and licenses. City will obtain and pay for all pemuts and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's 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 ciearances 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 pernuts the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Pernuts C. Ot�tstanding 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 Doeuments must consider any outstanding pernuts and licenses. 6.10 Laws anc� Rega�lations A. Contractor shall give all notices required by and shall comply with all Laws and Reb lations applicable to the performance of the Work_ Except where otherwise expressly required by appiicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Reb lations. B. If Contractor pertorms any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all C'ITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Au��st 17, 3012 00 7"' 00 - 1 General Conditions Paee28 of63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make 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 known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Tuxes 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 provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax pernuts and information may be obtained from: L Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taYforms/93-forms.html 6.12 Use of Site and Other AYeas A. Limitution on Use of Site und Other Areccs: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regularions, and shali 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 performance of the Work. 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 Work, the City may require the Contractor to Fnish the section on which operations are in prob ess before work is commenced on any additional area of the Site_ CITY OF FORT WORTH S"1'r1NDARD CONSTRUC"TION SPECIFCAT[ON DOCUMENTS Revision: Au�ust !7, 3012 1107300-I General Conditions Paee39 of63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Ciaim. 4. Pursi�ant to Paragraph 6.21, Contractor shall inc�emnif'y ut7d hold harmless City, from and against ull claims, costs, losses, und damages a��ising oa�t of or relating to crny cluim or action, legal or ec�zaitable, brought by any sccch owner or occirpant against City. B. Removul of Debris During Performance of the WoYk: During the progress of the Work Contractor shall keep 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 Reb lations. C. Site Muintenunce 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 take such direct acrion as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written 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. Finul Site Cleaning: Prior to Final Acceptance of the Work Contractor shall ciean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Stnccti�res: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Recorcl 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 clarificarions 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 Ciry for reference. Upon completion of the Work, 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 Sufery ancl Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and pro�ams in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or properly in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCrION SPECIFCATION DOCUMENTS Revision: Au��ust 17, 3012 DO7300-1 General Conditions Paee 30 of 63 take all necessary precautions for the safery of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials 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, walks, pavements, roadways, structures, utilities, and Underground Facilities not desi�ated 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 Underb ound Facilities and other utility owners when prosecution of the Work 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.A2 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 Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractar. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Sufery Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Huzard Communication 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 Reb lations. 6.17 Emergencies und/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or properiy at the Site or adjacent thereto, Contractor is obli;ated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contraetor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Au�vst 17, 3013 UO72u0-1 Gcneral Conditions Ya4e 3 I of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Ciry determines that a change in the Contract Documents is required because of the action taken by Contractar 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 conection necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take 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. 6.15 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Para�aph 2.07). Each submittal will be identified as Ciry 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 sha11 not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the Ciry is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specificarions. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable Ciry to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONS IRUCTION SPECIFCATION DOCUMENTS Revisiun: Au�vst l7, 3012 00�'_00-1 Gcneral Conditions Paee 3? oF63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Ciry's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Revietiv.• l. 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 will, after installation or incorporation in the Work, confonn to the infotmation 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 acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. 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 sha11 not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continzting the Wor-k Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 620 Contractor's General Warrunty and Gicurantee A. Contractor wairants and guarantees to City that all Work 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 b arantee. B. Contractor's wananty 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 C[TY OF FORT WORTH STANDARD CONSTRUCTtON SPECIPCATION DOCUMENTS Revision: Au�vst 17, 2012 U0 72 00 - 1 Gcneral Condi[ions Paee33 of63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absoiute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or tinal payment; the issuance of a certificate of Final Acceptance by City or any payment related thereto by Ciry; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Articie 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnificadon A. Contractor covenants and ab ees to indemnify, hold harmless and defend, at its own expense, the City, its ofFcers, 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 this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN TI3AT 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 atl 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 PROVISI4N IS CITY OF FORT WOR"t'H STANDARD CONSTRUCt'ION SPECIFCAT[ON DOCUMENTS Revision: Au��ust 17, 2012 �)07300-I General Conditions Paee 34 of 63 SPECIFICALLY INTENDED TO OPER.ATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMA E BEIN SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY A T. 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 specifically required by the Contract Documents for a portion of the Work 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 specifically required of Contractor by the Contract Documents, City will specify all performance and desi�n 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 Work desi�ed or certified 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 Ciry has specified to Contractor performance and desi� criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of desib calculations and desib drawings will be only for the limited purpose of checking 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 Atidit A. The Contractor agrees that the City shall, until the expiration of three (3} years after fmal payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Para�aph. 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 fmal payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that Ciry shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCA'TION DOCUNiENTS Revisio�: August 17, 3012 UO7200-1 General Conditions Page3� of63 Subcontractor facilities, and shall be provided adequate and appropriate work 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 Nondiscrimination 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. B. Title VI, Civil Rights Act of 1964 as amended.• Contractor shall comply with the requirements of the Act and the Reb lations 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 work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; 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 work 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 work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise aitering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execurion and results of Contractor's Work_ Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for inteb ation with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Au�vst 17, 2012 007''00-I General Conditions Page 36 of63 7.02 Coor•clinution A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: _ l. 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. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contructor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. �� 8.02 Furnish Data City shall timely fumish the data required under the Contract Documents. 8.03 Pay When Dzce City shall make payments to Contractor in accordance with Article 14. 8.04 Lunds and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making 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 contib ous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvuls City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. - CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCAT[ON DOCUMENTS Revision: Au�vst l7, 2012 nl) %2 00 - 1 General Conditions Paee 37 of 63 8.07 Limitations on City's Responsibilities 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 Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. Ciry will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Huzardous Environmental Condition City's responsibiliry with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safery Progrum While at the Site, Ciry's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Parab aph 6.14. ARTICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Representative Ciry will 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 make visits to the Site at intervals appropriate to the various stages of construcrion as City deems necessary in order to observe the pro�ess 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 make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a�eater degree of co�dence that the completed Work will 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. CfTY OF FORT WORTH STANDARD CONSTRUCT[ON SPECtFCATION DOCUMENTS Revision: Au��st 17, 2012 1107''00-1 General Conditions Page3x uf63 9.03 Authori�ec� Itariations ifa 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 Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work 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 Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinutions for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary deternunations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Reqacirements of Contract Documents and Acceptabiliry of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptabiliry of the Work thereunder. B. City 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 At�thorized Chunges in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH S"fANDARD CONSTRUCTION SPECIFGATION DOCUMENTS Revision: Au�u�t I7, 3012 00 72 00 - t (;eneral C'onditions Pa�e 39 of 63 10.02 Unuuthori.-ecl Changes in the Work Contractor shall not be enritled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Para�raph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execi�tion of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: changes in the Work which are: (i) ordered by City pursuant to Paragraph lO.Ol.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or Ciry's correction of defective Work under Parab aph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are a�reed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor sha11 proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paraa aph 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 pennanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, eomplete and fmal payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple ar impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Sairety If the provisions of any bond require notice to be given to a surety of any change affecting the beneral scope of the Work 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. CITY OF FORT WOR'CH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 2012 007?00-I General ('onditions Page 40 of 63 10.06 Contruct 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 Rea lations 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 party making 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 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 Contractar within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. Ciry s Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract 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 Ciry to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT �VORTH STANDARD CONSTRUCTION SPECIFG4TION DOCUMENTS Revision: August 17, 2012 00 72 00 - i Gencral Conditions Page-Fl uf63 D. Ciry's written action under Paragraph 10.06.0 will be final and bindin�, unless City or Contractor invoke 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 ll— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Inclicded: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work 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 Work_ Such costs shall not include any of the costs itemized in Paragraph 11.O1.B, and sha11 include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work 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 Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Rea lar Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment fumished and incorporated in the Work, 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 thereof. 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 Work. CI"TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFC �TION DOCUh1ENTS Revision: August 17, ?012 UO 7� UO - I Gcneral Conditions P�ee d2 of 63 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 Work pius a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 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 Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Wark, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Reb lations. 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 pernuts and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, 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 Work for the purpose of determining Contractor's fee. f. 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 Work. CITY OF f=ORT WORTN STANDARD CONSTRUCTION SPECIFCA"I70N DOCUMENTS Revision: Au�u� 17, 2012 �JO 72 00 - I Gcneral Conditions Pa,e-�3 of63 h_ The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Exch�ded: The term Cost of the Work shall not include any of the following items: Payroll costs and other compensation of Contractor's o�cers, executives, principals (of parinerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the a�reed 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, inciuding interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 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 Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the A�eement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is detein�ined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Para�aph 12.01.C. D. Docz�mentation: Whenever the Cost of the Work for any purpose is to be detennined pursuant to Parab aphs 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 breakdown together with supporting data_ 11.02 Allowances A. Specified Allowunce: It is understood that Contractor has included in the Contract Price ail allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or enrities as may be acceptable to Ciry. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONS7"RUCTION SPECIFCATION DOCUMENTS Revi�ion: August 17, ?012 007200-1 General Conditions Pa�e 44 of63 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 Allowunce: 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 Work covered by allowances, and the Contract Price shall be correspondingly adjusted. ll .03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Ab eement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an inirial Contract Price. Detenninations of the actual quantities and ciassifications of Unit Price Work performed by Contractor 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. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: l. the quantity of any item of Unit Price Work performed by Contractor differs materially and sianificantly 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 Work. E. Increasecl or Decreased Ozrantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. l. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH S I'ANDARD CONSTRUCTION SPECIFCATION DOCUIvIENTS Revision: August 17, 3012 O0 72 00 - I General Conditions 1'age 4� of 63 If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either parly to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. 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 party to the Contract may request an adjustment to the unit price. 11.04 Plans Ouantiry MeasLcrement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract_ The estimated bid quantities are desi�nated 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 work done far 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 Ciry, by Change Order, or to conect 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 a�ree in writing to fix the fmal quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, ?012 11072�0-1 (;eneral Conditions Page �l6 of 63 E. For callout work 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 Chungeof�ContractP��ice A. The Contract Price may only be changed by a Change Order. B. The value of any Work 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 Work 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 of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work 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 Work (deternuned as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.O1.C). C. Contractor'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 Work: a. far costs incurred under Parab aphs 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 Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2.a and - 12.O1.C2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT bVORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Auayst 17, 201'� 00 7? 00 - 1 General Conditions Pa�;e47 uf63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Parab aphs 11.O1.A.1 and 11.O1.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 shail be payable on the basis of costs itemized under Parab aphs 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 Contf�act Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Exira Work or for claimed delay unless the Extra Work 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 Work 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 Work 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 work 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 a11 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 adjushnent 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 controi of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, 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. ClTY OF FORT WORTH STANDARD CONSTRUCTfON SPECIFCATION DOCUMENTS Revision: August 17, 2012 O0 73 00 - 1 General Cunditions Pa::e -18 o f G 3 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of �Defects Notice of all defective Work of which City has actual knowledge will be �iven to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Artiele 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work 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 Reb lations of any public body having jurisdiction require any of the Work (or part thereo fl 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 fiarnish 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 Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to Ciry. 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 Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a"fail", "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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC(FCA"iION DOCUMENTS Revisio�: Au3vst ]7, 2013 ii0 72 UU - 1 Grneial Conditions Pn�*e-+9 of63 Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. Ciry will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, Ciry will not issue Final Payment until the Tesring Lab is paid. E. If any Work (or the work 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 Work for observation. F. Uncovering Work as provided in Para�aph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work 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 Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. If it is found that the uncovered Work 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 Work in accordance with Parab aph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an inerease 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 Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Au��st 17, ?072 00 72 UO - 1 General Conditions Page�O of63 Subcontractor, any Supplier, any other individual or entiry, or any surety for, or employee or agent of any of them. 13.06 Cof-rection orRemoval ofDefective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has - been rejected by City, remove it from the Project and replace it with Work 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 Work shall not constitute acceptance of such Work. B. When conecting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, _ Contractor shall take no action that would void or otherwise impair City's special wananty and b arantee, if any, on said Work. 13.07 Correction Periocl 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 Work 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 pernutted 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 Work; or if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resuiting 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 risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work 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 work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCT[ON SPECtFCATION DOCUMENTS Revision: Au�,n�t 17, 2013 oa ,� oo - t General Conditions Pa�e�l of63 C. In special circumstances where a particular item of equipment is piaced in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial conection 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 Parab aph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance ofDefective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to ali 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 Work and far the diminished value of the Work 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 Work, and City shall be enritled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 Ciry May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by Ciry in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, Ciiy may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Para�aph 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, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work 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 Para�raph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attomeys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH ST 1NDARD CONS7RUCTION SPEC[FCATION DOCUMENTS Revisio�: August 17, 3013 007^_00-1 General Cunditions Page �Z of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Para�aph 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 Work; 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 Work 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�akres 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 Appiication for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Puyments A. Applications for Puyments: 1. Contractor is responsible for providing all information as required to become a vendor of the Ciry. 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 Work 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 Work 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 bill 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 anangements 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 prob ess payments received on account of the Work 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. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPEC[FCATION DOCUMENTS Revision: Aut��ut 17, 3013 oU 7? 00 - t Gener�l Conditions Pa�ze�3 of63 B. Review ofApplicutions: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or retum the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make 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 Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has pro�essed to the point indicated; b. the qualiry of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functionin� whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Para�aph 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 check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in pro�ess, or involved detailed inspections of the Work beyond the responsibilities specifically assib ed to City in the Contract Documents; or b_ there may not be other matters or issues between the parties that might enritle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Reb lations applicable to Contractor's performance of the Work. 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 revoke 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 Work has been damaged by the Contractor or his subcontractors, requiring correction 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 Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17, 30!? 00 7? 00 - 1 General Conditions Page �4 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: l. 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 five percent (5%). D. Li�lzcidated Damages. 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 A�m-eement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Ciry. E. Payment: Contractar will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Redr�ction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Wark, 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 Ciry to a set-off against the amount recommended; or c. City has actual knowledge 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 make 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 Warranry of Title Contractor warrants and guarantees that title to all Work, 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 al1 Liens. C fTY OF FORT WORTH ST.ANDARD CONSTRUCT[ON SPECIFCATION DOCUMENTS 2evision: Au�ust 17, 2012 007?00-I General (�onditio�s Pa�;e>j of63 14.04 Partial Utiliaation A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, deternunes constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without siQnificant interference with Contractor's performance of the remainder of the Work. Ciry at any time may notify Contractor in writing to permit City to use or occupy any such part of the Wark which City deternunes to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. Within a reasonable time after notification as enumerated in Paragraph 14.OS.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3_ Partial Utilization will not constitute Final Acceptance by City. 14.05 Finallnspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall unmediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge wiil be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City deterniine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUNIENTS Revision: Au�ust 17, 2013 p07'00-I (�cneral Conditions Page �6 of 63 14.07 Finul Ptryment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for prob ess payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shail not relieve the Contractor of any b arantees or other requirements of the Contract Documents which specifically continue thereafter. 14.0� Fifzal Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confums, City may, upon receipt of Contractor's imal Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FOR't WORTH STANDARD CONS'TRUCTION SPEC[FCATfON DOCUMENTS Revision: Augiut l7, 2012 00 73 00 - i General Conditions Pa�e �7 o f 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Purtial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that al1 other work is completed as determined by the City. Before the release, ail submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or fumished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Szcspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fiY the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temparary suspension of the Work covered by these Contract Documents, for any reason, the City will make 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 �f 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 Work 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 take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, 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 wi11 be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATTON DOCUMENTS Revision: Au��st 17, 2012 00 73 00 - I General Conditions I'age �8 of 63 15.02 City May Terminate f'or 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 Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established 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 authoriry 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 make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the Ciry; 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 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified 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 perfonn the Work. Conference shall be held not later than 15 days, after receipt of notice. l. 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 pemutted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractar 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 Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. 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 CITY OF FORT WORTH STANDARD CONSTRUCT[ON SPEC[FCATION DOCUMENTS Revision: Au�.nut l7, 2012 U07200- I Gcnersl Conditions Pa�e �9 oF63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If Ciry completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work 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 Work, 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 Ciry will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, Ciry shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consuitants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the complerion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. City, notwithstanding the method used in completing 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 sha11 not be entitled to any ciaim on account of the method used by City in completing the Contract. 6. Maintenance of the Work 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 tenninated 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 retenrion 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August 17,'_012 n0 72 00 - 1 General Conditions Page 60 o f 63 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 Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such ternunation becomes effective. Receipt of 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 termination 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 ternunation, and except as otherwise directed by the City, the Contractor shall: 1. Stop work 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 Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work 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: a. the fabricated or unfabricated parts, Work in pro�ess, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work 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 Ciry. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take 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 termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previousiy disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH ST.�NDARD CONSTRUCTION SPECIFCATION DOCUMEN"CS Re��sion: August I7, 2012 00 72 00 - t General Conditions Page 61 of 63 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 adjushnents 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 teimination claim to the Ciry 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 �anted 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 Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of ternunation in perfornung services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to ab ee upon the whole amount to be paid to the Contractor by reason of the ternlination of the Work, 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 on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such ternunation. [�.� �[� ��C�7 i.y 11T1 ��:7 SI.Y�7 �IIJI 1�[��I 16.01 Methods and Procedicres A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Para�aph 10.06 before such decision becomes final and bindin�. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Para�aph 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.C3 or 10.06.D shall become fmal and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS 2evision: August 17, 3012 00 72 00 - I General Co�ditions Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. abrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. bives 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 if: 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 known 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 confumation of receipt by the receiving party. 17A2 Compiitation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first 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 Working Day shall become the last day of the period. 17.03 Cumulative 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. CITY OF FORT WORTFI STANDARD CONS'rRUCT[ON SPECIFCATION DOCUMENTS Revision: Aud�sY 17, 3012 00 72 00 - 1 General Conditions Page63 of63 17_04 Survival 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 die Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headin�s Article and paragraph headin�s are inserted for convenience only and do not constitute parts of these General Conditions. CI"1"Y OF FOR1' WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: August t7, 2012 00 73 00 - 1 SUPPLEMENTARY CONDIT(ONS Page i of 6 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO - GENERAL CONDITIONS Supplementary Conditions These Supplementary Conditions modify and supplement Section 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 full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assi�ed to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific para�aphs in the General Conditions and other Contract Documents. _ SC-3.43B.2, "Resolving Discrepancies" Plans govern over Specifications and Specifications shall govern over standard details. SC-4.01 A 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 June, 2012: Outstanding Right-Of-Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION 1 Betty J Williamson October, 2012 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 within five (5) Business Days and before proceeding with the Work, notify City in writin� associated with the differing easement line locations. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCtJMENTS Replacement at Dewey Street Revised July l, 2011 City Project.No. 00778 00 73 00 - 2 SUPPLEMENTARY CONDITtONS Pa�e 2 of 6 SC-4.OIA.2, "Availability of Lands" 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 June, 2012. EXPECTED UTILITY AND LOCATION TARGET DATE OF O WNER ADJUSTMENT Atmos Energy 4" Gas Dewey StreetlHardy Street Intersection January, 2013 Oncor Electrical Transformer Pending Notification from Contractor 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 Work: A Geotechnical Report No. 456-08-04, dated February, 2008, prepared by CMJ Engineering, Inc. a sub- consultant of Teague Nall and Perkins, a consultant of the City, providing additional information on subsurface conditions. The following are drawings of physical conditions in or relating to existinj surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardous Environmentat Conditions at Site" The following are reports and drawings of eYisting hazardous environmental conditions known to the City: None SG5.03A., "Certificates of Insurance" The entities listed below are "additional insweds as their interest may appear" including their respective officers, directors, agents and employees. (i) City (2) Consultant: Teague Nall & Perkins (3) Other: None SG5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GG5.04 shall provide the following coverages for not less than the following amounts or �eater where required by laws and regulations: 5.04A. Workers' Compensation, under Para�raph GG5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee CITY OF FORT WORTH Lebow Channel Roachvay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street EZevised July l, 20ll City Project No. 00778 007300-3 SUPPLEMENTARY COND[TIONS Pa�e 3 of 6 $500,000 Disease - policy limit SG5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GG5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 ag�egate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Ag�-egate 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 must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Parag-aph GG�.04C. Contractor's Liability Insurance under Para�raph GC-5.04C., 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. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage SG5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks. None The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner 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 raikoad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each raikoad 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 Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies sarisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Ag�egate: (2) Each Occurrence: _ Required for this Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 N/A N/A X Not required for this Contract Lebow Channe! Roadway Crossrng Replacement at Dewey Street City Project No. 00775 00 73 00 - -� SUPPLEMENTARY CONDIT[ONS Pa�e 4 of 6 With respect to the above outlined insurance requirements, the following shall govem: l. Where a sin�le railroad company is involved, the Contractor shall 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 locations on the line or (ines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one raiiroad 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 raikoad company. 3. If, in addition to a grade separation or an at-�ade crossing, other work or activity is proposed on a raikoad 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 �ade separation is involved but other work is proposed on a railroad company's ri�ht-of- way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's properiy to be performed by the Contractor shall be commenced until the Contractor has furnished the City 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 raikoad right-of-way has been completed and the �ade 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 raikoad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the raiiroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule 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: Heavy & Highway Construction Prevailing Wage Rates 2008 SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: None SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: None SG6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of August, 2012. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement ar Dewey Srreet Revised July l, 2011 Ciry Project No. 00778 �07300-� SUPPLEMENT.ARY CONDITIONS Pa�e � of 6 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION City of Fort Worth Flood Plain Development Permit SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" TARGET DATE OF POSSESSION August 2012 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: l. Compliance with Regulations: The Contractor shall comply with the Regulation relative to nondiscrimination in Federally-assisted pro�ams 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. Nondiscrimination: 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 pro�am 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 performed 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 �ounds of race, color, or national origin. 4. Information and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, 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, or 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 Transportation may determine to be appropriate, including, but not limited to: a. withholding of payments to the Contractor under 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 include the provisions of para�-aphs (1) through (6) in every subcontract, including procurements of materiais and leases of equipment, unless exempt 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 means of enforcin� such provisions including sanctions for non-compliance: Provided, CITY OF FORT WORTH Lebow Channe! Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 City Project No. 00773 007300-6 SUPPLEMENTARY CONDITIONS Pa�e 6 of 6 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 liti�ation 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. SG7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authorit __ None None None SC-8.01, "Communications to Contractor" N/A SC-9.01., "City's Project Representative" The following firm is a consultant to the City responsible for construction mana�ement of this Project_ None SC-13.03C., "Tests and Inspections" None SC-16.OlC.i, "Methods aod Procedures" None END OF SECTION CITY OF FORT WORTH Lebow Channe! Roachvay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 Ciry Project No. 00778 OI tl(.�-( SUv1MARY OF WORK P�ge t of 3 SECTION O1 1100 SUMMARY OF WORK PART1- GENERAL 1.1 SUNIMARY A. Section Includes: l. Summary of Work to be performed in accordance with the Contract Documents 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 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No sepazate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS - A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work l. 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 l. 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 piaces 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. CITY OF FORT WORTH Lehow Channel Rondway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised Juty l, 201 l Ciry Project No. 007�8 � ) � � 1 (� - 2 SUMMARY OF WORK P�ge 2 uY' 3 z. A reasonable amount of tools, materials, and equipmen[ for construction purposes may be stored in such space, but no more than is necessary to avoid cielay in the construction operations. b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed znd so as not to inconvenience occupants of adjacent property. c. If the street is occupied by raiiroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as wetl as the railroad permit. D. Work within Easements l. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, ail 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 thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours 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 the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work associated with easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Lebaw Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July l. 30 t I Ciry Project No. 00778 01 il(�-3 SUMMARY OF WORK �'agc 3 of 3 1.5 SUBNiITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL 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] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EYECUTION [NOT USED) END OF SECTION Revision Log DATE NAME SLIMMARY OF CHANGE CITY OF FORT WORTH Lebow Channe! Raadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 Ciry Projecr No. 00773 �)l ?5 00 - t SUBSTITUTION PROCEDURES Page l uf 5 SECTION O1 25 00 SUBSTITUTION PROCEDURES PARTI- GENERAL l.l SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or-equals". 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 PAYNIENT 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. 1.3 ItEFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENT5 A. Request for Substitution - General - 1. Within 30 days after awazd 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: C['TY OF FORT WORTH Lebow Channe! Roadway Crossing STPuVDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacemen[ at Dewey Streer Revised July I, 20t 1 Ciry ProjectNo. 00775 O I �JS � _ � SUBSTITUTION PROCEDURES Page 2 of 5 a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBNIITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 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 ident�cation a) Manufacturer's name b) Telephone number and representative contact name c) Spec�cation Section or Drawing reference of originally speci�ed product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature cleariy marked to show compliance of prvposed product with Contract 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 construction 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 CITY OF FORT WORTH Lehow Channe! Roadwcry Crossing STPu�IDARD CONSTRUC"fION SPECIFICATION DOCUMENTS Replacement nr Dewey Street Revised July l, ?Oi I Ciry Project No. 00778 O125(�-3 SUBSTITUTION PROCEDURES ('agt 3 of � C. Approval or Rejection l. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. �. No additional contract time will be given for substitution. 5. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specifcation 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] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE 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 substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, 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] l.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PAitT 2 - PRODUCTS [NOT USED] PART 3 - EYECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Lehow Channel Roadway Crossing STANDARD CONSTRUCTIOt�1 SPECIFICATION DOCUMENTS Repincemenr at Dewey Street Revised July 1, 20l 1 Ciry Project No. 00778 UI?5(�-4 SUBSTITUTION PROCEDURES P:�ge d of 5 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacemenr at Dewey Streer Revised July 1, 20I 1 Ciry Project No. 00778 n125(�-� SUBSTITUTION PRO(:EDURES Page 5 of 5 EYHIBIT A REQUEST FOR SUBSTITUTION FOR1tiI: TO: PROJECT: DATE: We hereby submit tor your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: 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 contractor 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 delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality aze equivalent or superior to the specified item. Submitted By: For Use by City Signature _ Recommended _ Recommended as noted Firm Not recommended Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected C ity Date CITY OF FORT WORTH Lebow Channel Rondway Crossing STANDr�RD CONSTRUCI'ION SPECIFICATION DOCUMENTS Replacement nt Dewey Street Revised July l, 2011 City Project No. 00778 Ol 31 19 - i PRECONSTRUCTION MEEi'ING Page 1 of 3 SECTION 0131 19 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUNiMARY 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 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 PAYNIENT 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIRENIENTS 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 represents. 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 Work 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 CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD COI�ISTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 City Project No. 00778 (11 3l 19 - 2 PRECONSTRUCTtON MEEI'ING Page 2 of 3 d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request e. Other City representatives f. Others as appropriate 4. Construction Schedule 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 Description of Project c. Status of right-of-way, utility cleazances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material l. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification 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 Contractors 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 Lehow Chcrnne! Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Repfacement at Dewey Srreet Reviseci July 1, 2011 Ciry Project No. 00778 Ol 3l t9 - 3 PRECONSTRUCTION MEEI'ING P�ge 3 of 3 LS SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBhiITTALS [NOT USED] i.7 CLOSEOUT SUBNIITTALS (NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [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 - EYECUTION [NOT USED) END OF SECTION Revision Log DATE NAME SLfMMARY OF CHANGE CITY OF FORT WORTH Lebow Channe! Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July l. 20l 1 Ciry Project No. 00773 O1 3 l ZO - i PROIECI' MEEPINGS Page 1 of 3 SECTION O1 3120 PROJECT MEETINGS (Specifier: "TJ�ris Speci.ficcltion is i�uerided fvr lrse un projc�ets cic<,sigrrc�ted as Tier 3 or Tier 4. / PARTl- GENERAL 1.1 SUMIYIARY A. Section Includes: t. 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 I. None. C. Related Spec�cation Sections include, but are not necessarily limited to: I. 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. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFEIZENCES [NOT USED] L4 ADMINISTRATIVE REQUIREMENTS A. Coordination l. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tap�s will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre-Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of ineeting to be determined by the City. C1TY OF FORT WORTH Lebow Channe! Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Streer Revised July l, Z01 l Ci ,ry Project No. 00778 �)l3l?0-2 PROJECT MEETINGS Page ? of 3 3. Attendees �i. ConCractor b. Project Representative c. Other City representatives - 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre-construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings l. Formal project coordination meetings will be held periodically. Meetings will be scheduted and administered by Project Representative. 2. Additional progress meetings to discuss specific 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 progress 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 project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. 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, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards l. 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 CITY OF FORT WORTH Lebow Channe! Ro�dway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 Ciry Projecr No. 00778 Of 31 ?0-3 PROIECT MEETINGS Page 3 of 3 n. Review Record Documents o. Review monthly pay request p. Review status of Requests Por Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. t) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. t} To the extent practicabie, meetings will be held at the Site. 1.5 SUBNIITTALS [NOT USED] 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 NIAINTENANCE NIATERIAL 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 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 Lebow Channel Roadway Crossing STANDARD COtYSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July l, ZOl i CiN Project No. 00778 O13216-t CONSTRUC'I'tON PROGRESS SCHEDULE P�ge t of 5 SECTION 0132 16 CONSTRUCTION PROGRESS SCHEDULE PARTI- GENERAL 1.1 SUMMARY A. Section Includes: I. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance Document B. Deviations from this City of FoR 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 PAYNIENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. - No sepazate payment will be allowed for this Item. 1.3 REFERENCES A. Definitions 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 contract 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. CITY OF FORT WORTH Lehow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replaeement at Dewey 5treet Revised July t, 201 I Ciry Project No. 00778 �)l 3? t6-2 CONSTRUCI'ION PROGRESS SCEfEDULE Pag� 2 of 5 3. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. =�. ScheduLe Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B. Reference Standards l. City of Fort Worth Schedule Guidance Document L� ADNIIMSTRATIVE REQUIREMENTS A. Basetine Schedule 1. General a. Prepaze a cost-(oaded baseline Schedule using approved software and the Critical Path Method (CPl1� 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 work to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports. B. Progress Schedule l. Update the progress Schedule monthly as required in the City of Fort Worth Schedule Guidance Document. 2. Prepaze the Schedule Narrative to accompany the monthly progress Schedule. 3. Change Orders a. Incorporate approved change orders, resulting in a change of contract time, in the baseline Schedule in accordance with City of Fort Worth Schedule Guidance Document. C. Responsibility for Schedule Compliance 1. Whenever it becomes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the City, make some or all of the following actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline Schedule outlining: 1) A written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the number of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work =�) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities, and comply with the revised schedule CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rep[acement ar Dewey Street Revised July l, 2011 Ciry Project No. 00778 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 2. If no written statement of the steps intended to take is submitted when so requested by the City, the City may direct the Contractor to increase the level of effort in manpower (trades}, equipment and work schedule (overtime, weekend and holiday work, etc.) to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule. a. No additional cost for such work will be considered. D. The Contract completion time witl be adjusted only for causes specifed in this Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine 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 final 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 �nish date and the latest finish date of a chain of activities on the Baseline Schedule. CITY OF FORT WORTH Lebow Cf:anne! Roa�lway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacemenr at Dewey Street Revised July 1, 2011 Ciry Project No. 00778 �13216-4 CONSTRUC'I'ION PROGRESS SCHEDULE Page 4 of 5 a. Float or slack 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 the City shall have the right to reserve and apportion float time according to the needs of the project. c. Acknowledge and agree that actual delays, affecting paths of activities containing tloat time, will not have any effeet upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. E. Coordinating Schedule with Other Contract Schedules I. Where 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 make 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 work priority of each contractor and the sequence of work necessary 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 work due to such circumstances shall not be considered as justification for claims for additional compensation. 1.5 SUBMITTALS A. Baseline Schedule l. Submit Schedule in native �le 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. B. Progress Schedule 1. Submit progress Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit progress Schedule monthly no later than the last day of the month. C. Schedule Narrative 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit schedule narrative monthly no (ater than the last day of the month. D. Submittal Process l. The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit documents as required in the City of Fort Worth Schedule Guidance Document. 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. CTTY OF FORT WORTH Lrbow Cl:anne! Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July l, 20(1 Ciry Project No. 00778 O I 32 l6 - S CONSTRUCTION PROGRESS SCHEDULE Page 5 of S 1.6 ACTION SUBMITTALS/INFOR1btATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 iViAINTENANCE MATERIAL SUBNIITTALS [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. Schedute and supporting documents addressed in this Specification 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. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] l.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 SUMNIARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing ST.�'VDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rep(acement at Dewey Street Revised July 1, 3011 Ciry Project No. 00778 01 32 33 - I PRECONSTRUCTIOIY VIDEO Page t of Z SECTION O1 32 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUNIMARY A. Section Includes: 1. Administrative and procedural requirements 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 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alib ment, 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/INFOR1�fATIONAL 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 I-IANDLING [NOT USED] 1.11 �'IELD [SITE] CONDITIONS [NOT USED] 1.12 WARdtANTY [NOT USED] CfCY OF FORT WORTH Lebow C{iannel Raaclway Crossing STP.NDARD CONSTRUC'1'ION SPECIFICATION DOCUMENTS Replacement at Dewey Stree[ Revised luly l, 2011 City Projecr No. 00778 013233-2 ('RECONSTRUCTION VIDEO Page 2 of 2 PART 2 - PRODUCTS [NOT USED] PART 3 - EYECUTION [NOT USED] END OF SECTION Revision Log llATE NAME Si.TNIl�IARY OF CHAIVGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 20l ( I,zbow Channel Rondway Crossing Replacemenr at Dewey Street Ciry Projecr No. 00778 U133(�-( SUBM[TTALS Page t of 8 SECTION 0133 00 SUBMITTALS PARTI- GENERAL l.l SUNiMARY A. Section Includes: l. General methods and requirements of submissions appiicab(e to the following Work-related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups 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 A�iD PAYMENT PROCEDURES A. Measurement and Payment l. Work associated with this Item is considered subsidiary to the various items bid. No sepazate payment will be allowed for this Item. 1.3 ItEFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIRENIENTS A. Coordination l. Notify the City in writing, at the time of submittal, 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 suf�ciently 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 fl Delivery �) Similar sequenced activities CITY OF FORT WORTH Lebow Chnnne! Roadway Crossing STAIVDARD CONSTRUCTION SPECIFICATION DOCUNtENTS Rep(acement at Dewev Street Revised July l, 2011 Ciry Project No. 00778 U13300-2 SUBMITTALS P��e Z of 8 c. �10 extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. �i. Make submittals promptly in accordance �vith approved schedu(e, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: __ a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or cirawing 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: 1 1 11 1: : 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 particular shop drawing C. Contractor Certification 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, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8'h inches x 11 inches to 8'/z inches x l linches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations CITY OF FORT WORTH Lefiow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacemenr at Dewey Srreet Revised July l, 20l ( City Project No. 00778 Ul 331�-3 SUBMITT,4LS P�ge 3 oF 8 E. SubmittaL Content l. The date of submission and the dates of any previous submissions 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. i�ianufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, cleazly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings l. As specifed in individual Work Sections includes, but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/instaliation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork 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 inc(uded 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 colors and patterns CITY OF FORT WORTH Lebow Channel Raadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 20l I Ciry Praject No. 00778 D 1 33 (x) - 4 SUBMITTALS Page =l of 8 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and temptates �) Catalog cuts 6) Product photographs 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 1 1) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples l. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers 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 for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. l. Fabrication performed, materials purchased or on-site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external F'TP site approved by the - City. b. Shop Drawings l) 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 _ b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall 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. CITY OF FORT WORTH Lefiow Ch�nnel Roadway Crassing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July l, 2011 City Project No. 00778 l) t 33 00 - � S U 8�11TTALS P�ge � of t3 ?) Hard Copies a) 3 copies Eor all submittals d. Samples 1) Distributed to the Project Representative ?. Hard Copy Distribution (if required in lieu of electronic distribution) 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 I) Distributed to the City 2) Copies a) 4 copies c. Samples t) 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. 2. �j 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. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any enors, including details, dimensions, and materials c. Approving departures from details furnished by the Ciry, except as otherwise provided herein The review and approval of shop drawings, samples or product data by the City does not retieve the Contractor from his/her responsibility with regard to the fulfillment of the terms 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 work and trades, for setecting 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. 5. Submittals will be returned to the Contractor under 1 of the following codes: CITY OF FORT WORTH Lebaw Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Repincement at Dewey Street Revised July l, 20l 1 Ciry Projeet No. 00778 0133(?Q-6 SUBMITTALS Page 6 of 8 a. � c. � 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. Code 2 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 are extensive 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 a11 comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 calendaz 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 submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first 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 Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. CiTY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Streer Revised July l, ?011 Ciry Project No. 00778 r)13360-7 SUBM[TTALS E'age 7 oF 8 � � � b. Submittals deemed by the City to be not complete wil( be returned 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. 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. Each submittal, appropriately coded, will be returned within 30 calendar days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qual�cations 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. 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 RFT a. Pretix with "RFI" followed by series number, "-xxx", beginning with "O1" and increasing sequentially with each additional transrnittal. 4. Sufiicient 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. C['CY OF FORT WORTH Lehow Chnnnel Roadwcry Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 Ciry Project No. 00778 �)133(�-� SUBMITTAIS P�ge 8 of 8 1.5 SUBNIITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORI�IATIONAL SUBNIITTALS [NOT USED] t.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 i�IAINTENANCE NIATERIAL SUBNIITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVEItY, STORAGE, AND HANDLING [NOT USED] l.11 FIELD [SITE] CONDITIONS [NOT USED) 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EYECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SLTI�T�IARY OF CHANGE CITY OF FORT WORTH Lehaw Channe! Rondwcry Crossing STr�'VDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacemen[ at Dewey Street Revised July 1, 20l 1 Ciry Projecr No. 00778 013�13-1 SPECIAL PROJECT PROCEDURES Pa�e 1 of 9 SECTION O1 35 13 SPECIAL PROJECT PROCEDURES PART1- GENERAL l.l SUMMARY 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. Confned Space Entry Program d. Air Pollution Watch Days e_ Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Pubiic Notification Prior to Beginning Construction h_ Public Notification of Temporary Water Service Intemiption 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 l. Added Section M"Legislative Pre-Disaster Mitigation (LPDM) Program Requirements" 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 3. Section 33 12 25 — Connection to Existing Water Mains 1.2 P12ICE AND PAYMENT PROCEDURES 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) Additionallnsurance 5) Insurance Certificates CITY OF FORT WORTH Lebow Channel Roachvay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Sneet Revised July i, 20ll City Project No. 0(J778 01 3� 13 - 2 SPECIALPROJECTPROCEDURES Pa�e 2 of 9 2. 3_ 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of=way and property of the Railroad from damage arising out of and/or from the construction of the Project. Railroad Flagmen a. Measurement 1) Measurement for this Item will be per working day. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for each working 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 All other items a. Work associated with these Items is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 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 Specifcation, unless a date is specifically cited. 2. North Central Texas Council of Governments (NCTCOG) — Clean Construction Specification 1.4 ADMINISTRATIVE REQUII2EMENTS A. Coordination with the Texas Department of Transportation 1. When work 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 commencinj any work therein in accordance with the provisions of the permit b. All work performed in the T�cDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines l. Warning si� a. Provide sign of sufficient size meeting all OSHA requirements. 2. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage-type of guard about the boom or arm b. Insulator links on the lift hook 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 elech-ic lines CITY OF FORT WORTH Lebow Channe! Roachvay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS Replacemenr at Dewey Street Revised July 1, 2011 Crty Project No. 00778 O1 35 13 -3 SPECIALPROJECTPROCEDURES Pa�e 3 of 9 a. Notification shall be given to: 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. b. 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 c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. G Confined Space Entry Program 1. Provide and follow approved Confined Space Entry ProUram 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 l. General a. Observe the following guidelines relating to working on City construction sites on days desi�ated 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. - 2. 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. l. 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 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section O1 31 13 F. Water Department Coordination CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 City Project No. 00778 O13� li-4 SPECIAL YKOJEC? PROCEDURES Page 4 of 9 l. 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. 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing Iive system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischie fl and the Contractar will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. G. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area_ 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number � Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre-construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction wilI be allowed to begin on any block until the flyer is delivered to all residents of the block. H. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident_ 2. Prepared notice as follows: CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 Ciry Project No. 00778 O13513-� SPECIAL PROJECT PROCEDURES Page � of 9 a. L c_ d. e. f. The notification or flyer shall be posted 24 hours prior to the temporary interruption. Prepare flyer on the contractor's letterhead and include the foilowing information: 1) Name of the project 2) City Project Number 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 E�ibit B. Deliver a copy of the temporary 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. 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 Railroad 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 each desib ated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad 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. Z. Obtain any supplemental information needed to comply with the raikoad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad 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 Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Lebow Channel Roadway Crossrng STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised Jufy 1, 2011 City Project No. 00778 O(3� 13-6 SPECIAL PROJECT PROCEDURES Pa�e 6 of9 M. Legislative Pre-Disaster Mitigation (LPDM} Program Requirements 1. Contractor will monitor ground disturbance and if any potential archeological resources are discovered, will immediately cease construction in that area and notify the State and FEMA. 2. Unusable equipment, debris and material shall be disposed of in an approved manner and location. In the event significant items (or evidence thereo fl are discovered during implementation of the project, Contractor shall handle, manage, and dispose of petroleum products, hazardous materials and toxic waste in accordance to the requirements and to the satisfaction of the governing local, state and federal agencies. 3. Contractor shall ensure that best management practices are implemented to prevent erosion and sedimentation to surrounding, nearby or adjacent wetlands. This includes equipment storage and staging of construction to prevent erosion and sedimentation to ensure that wetlands are not adversely impacted per the Clean Water Act and Executive Order 11990. 4. Quarterly progress reports are required in accordance with the Hazard Mitigation Assistance Unified Guidance and should be submitted no later than October 15, January 15, April 15, and July 15 of each year until the project is completed. 5. Contractor is required to keep complete records of all work, including but not limited to receipts, checks, job orders, contracts, equipment usage documentation, and payroll information. 6. These Special Project Procedures do not address all federal, state and local requirements. Acceptance of federal funding requires Contractor to comply with all federal, state and local laws. Failure to obtain all appropriate federal, state and local environmental permits and clearances may jeopardize federal funding. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBMITTALS [NOT USEDJ 1.7 CLOSEOUT SUBNIITTALS [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 WARRANTY [NOT USED] PART Z - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 201 I Ciry Project rVo. 00778 Oi3�13-7 SPECIAL PROJECT PROCEDURES Pa�e 7 of 9 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDt1RD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 Ciry Project No. 00778 O13513-8 SPECIAL PROJECT PROCEDURES Pa�e 8 of 9 �XI-IIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR IVir. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Lebow Channel Roacfivay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replaceinent at Dewey Street Revised July 1, 2011 Ciry Project No. 00778 O13513-9 SPECIAL PROJECT PROCEDURES Pa�e 9 of 9 EXHIBIT B FORT WORTH �� DOE I�O. X7UU[ Project 19ame: �IOTICE OF TEMPORABY �IVATER SERVICE �i�ITERRtIPTIOI�I DUE TO UTILTTY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IFYOU HAVE QUESTIONS ABOUT THIS S$UT-OUT, PLEASE CALL: MR AT (CONTRACTORS SUPERINTENDENT� (TELEPHONE N[IMBER) OR MR �T (CITY INSPECTOR) (TELEPI30NE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOII, CONTRACTOR CITY OF FORT WORTH Lebow Channe! Roadway Gossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 Ciry Project No. 00778 O I 3� 23 - I ILSTING AND tNSPECTtO[Y SERVICES Page 1 of 2 SECTION Ol d5 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: l. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standazd 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 1Z 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 altowed 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 full. 1.3 REFERENCES [NOT USED] 1.4 ADMIMSTRATIVE REQUIREMENTS A. Testing l. Compiete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, suf�ciently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) 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. CITY OF FORT WORTH Lebow Chnnnel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July l, 201 I Citv Project No. 1�778 Otd5�3_2 CESTING AND lNSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) F-Iard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of etectronic 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 �. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBNiITTALS [NOT USED] 1.8 MAINTENANCE NIATERIAL 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 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EYECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Ju(y I, 2011 Lebow Chnnne! Roadway Crossing Replacement at Dewey Srreet CiN Project No. 00778 OI�OW-1 TEMPORARY FACtLlT1ES AND CONTROLS P�ge t oF d SECTION O1 50 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL l.l SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work inctuding, but not necessarily limited to: a. Temporary uCilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust controt -- e. Temporary fencing of the construction site 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 1.2 PRICE AND PAYMENT PROCEDURES - A. Measurement and Payment l. Work associated with this Item is considered subsidiary to the various Items bid. No sepazate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMIlvISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service ___ a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work 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 potab(e water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination CITY OF F�RT WORTH Lebow Channe! Roadway Crossing STANDARD CONSTRUCTIOIY SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 201 l CiN Praject No. 00778 01 �0 (� - 7 I'EMPORARY FAC[LITIES AND CONTROLS Page 2 of 4 1) Contact City 1 week before water for construction is desired cl. Contractor Payment for Construction Water t) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 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. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities Provide and maintain sanitary 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 sanitary 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 problem. 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 Work Site and keep clean and maintained throughout Project. 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 blocks off b ound. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identifcation, inspection and inventory. 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 acceptab(e to speci�ed manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing C[TY OF FORT WORTH Lebow Channe! Roadway Crassing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement ar Dewey Street Revised July l, 2011 Ciry Project No. 00778 Ot50t�-3 CEMPORARY FACILITIES AND CONTROIS Page 3 of d 1. Provide and maintain for the duration or construction when required in contrac[ ciocuments E. Dust Control 1. 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. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] l.b ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 NiAINTENANCE i�1ATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [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 EYAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH L.efiow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUbtENTS Replacement az Dewey Street Revised July l, 20l 1 Ciry Project No. 00778 OlSOW-4 I-EMPnR�+RY FACILLTIES AND CONTRO[S Page d of 4 3.5 [REPAIR] / [RESTORATION) 3.6 RE-INSTALLATION 3.7 FIELD (ox] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTLTP [NOT USED) 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Ternporary Facilities 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SLJMNIARY OF CHANGE CITY OF FORT WORTH Lebow Channe! Roadway Crassing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Streec Revised July l, 2011 City ProjectNo. 007�8 Oi�526-t STREET USE PERMtT AIVD MUDfFICATIONS TO 7RAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL l.l SUMMARY A. Section Includes: L Administrative procedures for: a. Street Use Permit b. Niodification 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 (imited 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 A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No sepazate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards l. 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 (TMUTCD). l.a ADNIINISTRATIVE REQUIREMENTS A. Traffic Control _ 1. General a. When traffic control plans are included in the Drawings, provide Traffic Controt 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 l. Prior to installation of Traffic Control, a City Street Use Permit is required. CITY OF FORT WORTH Lehow Channel Rondway Crossing ST��IDARD CONSTRUCTION SPECIFICATIOIV DOCUMENTS Replacemenr at Dewey Street Revised July 1, 2011 City Project No. 00778 r) l 55 26 _ 2 STREET USE PERM(T AIVD MODIFICATIONS TO TRAFFIC CONTR�L Page 2 of 3 C C E. F a. To obtain Street Use Permit, submit Traffic Contro( Plans to City Transportation and Public Works Department. l) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. Modification to Approved Traffic Control 1. Prior to installation tra�c control: a. Submit revised tra�c control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Mazkings Division to remove the sign. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traf�c Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. CITY OF FORT WORTH Lebow C1:annel Rondway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacemenr at Dewey Streer Revised July 1, 20l t City Project No. 00778 Ut55�6-3 STREET USE PERMIT AND MODIFICATIONS TO'CRAFFIC CONTROL Page 3 of 3 LS SUBNIITTALS [NOT USEDJ 1.6 ACTION SUBNIITTALS/INFORNIATIONAL SUBNiITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 i�iAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [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] PAItT 3 - EYECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE C[TY OF FORT WORTH Lehow Channel Rondway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Repl�cement at Dewey Street Revised July l, 201 I Ciry Project No. 00778 01 �7 13 - 1 STORM WATER POLLUTION PREVENTION Pa�e 1 oY 3 SECTION O1 57 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification l. None. C. Related Specifcation 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 PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in b eater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC 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. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUII2EMENTS A. General CITY OF FORT WORTH Lebow Channel Roachvay Crossrng STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 City Project No. 00778 OI �7 l3 -2 STORM WATER POLLUTION PREVEN'I'ION P�ge 2 oF 3 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Potlution Prevention Plan. B. Construction Activities resulting in: l. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3l 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR 150000 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 or 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 form. 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 Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) 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 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 Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP l. Submit in accordance with Section Ol 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: CITY OF FORT WORTfi Lebow C{iannel Roadway Crossing ST.AIVDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Smeet Revised July 1, 201 I City Project No. 00778 Q15713-3 S'tORM WA"CER POLLUTION PREVENTION P:��e 3 of 3 1) 1 copy to the City Project Manager 1) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division Eor review B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to [he City in accordance with Section Ol 33 00. l.b ACTION SUBMITTALS/INFORNiATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBI�IITTALS [NOT USED] 1.8 1�IAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 114 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 - EYECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised luly 1, 2011 Lebow Channel Roadwcry Crossing Replacement at Dewey Street City Project No. 00778 Ot�813-1 I'[MPORARY PROIECT SIGNAGE Page t of 3 SECTION 0158 13 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 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 PAYNIENT 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. 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 SUSMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 110 DELIVERY, STORAGE, AND �IANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED (oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PitODUCT TYPES, AND MATERIALS A. Design Criteria CITY OF FORT WORTH Lebow Channe[ Roadway Crossing STr1NDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 201 l City Project No. 00778 O( �S 13 - 2 l'E�1POR.4RY PROIECT SIGNAGE P�ge 2 of 3 L Provide free standing Project Designation Sign in accordance with City's Standard Details for project si;ns. B. Materials 1. Sign a. Constructed of 3/a-inch fir plywood, grade A-C (exterior} or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EYECUTION 3.1 INSTALLERS [NOT USED] 3.2 EYANIINATION [NOT USED] 3.3 PREPARATION [NOT USED) 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 �tE-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 PgOTECTION [NOT USED] 313 iV1AINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORT'H Lebow Channe! Roadway Crassing ST,aNDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Streer Revised July l, 20l i Ciry Project No. 00778 01 �S 13 - 3 t�MPORARY PROIECI' SiGNAGE Page 3 of 3 Revision Log DATE I�tAME SUMMARY OF CHANGE CITY OF FORT WORT'H Lebow Clianne! Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, Z01 I CiN Project No. (XJ778 0 i 60 t30 - i PRODUCT REQUtREMENTS Page 1 of 2 SECTION Ol 60 00 PRODUCT REQUIRENIENTS PART1- GENERAL 1.1 SUNIMARY A. Section Includes: (. A listing of the approved products for use in the City B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: I. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAY1b1ENT PROCEDURES [NOT USEDJ 1.3 REFERENCES [NOT USED] 1.� ADNIINISTRATIVE ItEQUIRElV1ENTS 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 (isted on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section O1 33 00 for submittal requirements of Product Data included on City's --- Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 �CTION SUBMITTALS/INFORM�ITIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Lefiow Channel Roadway Crossing STANDAf2D CONSTRUCTION SPECIFICATION DOCUMENTS Repincement at Dewey Streer Revised July 1, 2011 Ciry Projecr No. 00778 �)t 60(�-2 PRODUCT REQUIREMENTS Page 2 of 2 l.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EYECUTION [NOT USED] E�1D OF SECTION Revision Log DATE NAME SLTNIMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July t, Z011 Lebow C{:anne! Roadway Crossing Replacement at Dewey Sireet Ciry Project No. 00778 �>Il,6W-1 PRODUCT STORr1GE r�'V D HAIV DL1NG R EQU IREMENTS P�ge 1 of 4 SECTION O1 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL l.l SUNIMARY A. Section Includes: 1. Scheduling of product delivery ?. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments 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. Work associated with this Item is considered subsidiary to the various Items bid. No sepazate payment will be allowed for this Item. 1.3 REFEitENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBNIITTALS/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 AND HANDLING A. Delivery Requirements l. Schedule delivery of products 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 WORT7-I Lebow Channe[ Roadwcry Crossing STANDARD CONSTRUC'I'ION SPECIFICATION DOCUMENTS Replacemenr crt Dewey Streer Revised July t, ZOl 1 City Project No. 00778 �)i h6(�-2 NRODUCT STORAGE AND HANDLING REQUIREMENTS P�ge 2 c�f 4 �. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or cnvironmental damage. 5. Cleariy and fully mark and identify as to manufacturer, item and installation (ocation. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements I. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer'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 Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. �j 4. 5 7. 8. �1 Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, pub(ic travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. Restrict storage to areas available on construction site for storage of material and equipment 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. 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 stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from 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. CCC1' OF FORT WORTH I.efiow Channel Roaclway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Repincement at Dewey Street Revised luly t, 201( Ciry Project No. 00778 O1 G6 l� - 3 YRODUCI' STOKr�GE AND HANDLiNG REQUIREMENTS P�ge 3 of 4 i.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EYAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [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 l. 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 unsatisfactory for use on the project. 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 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 dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHNIENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Lebow Channe! Roadway Crossing STANDARD CO[YSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised luly l, 2011 Ciry Project No. 00778 f) I 66 (� - �i PRODUCT STORAGE AND HANDLING REQUfREMENTS Nage d of 4 Revision Log DATE NAME SUMMARY OF CHANGE CI'fY OF FORT WORTH Lebow Channel Rondway Crassing -- STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised luty 1, 2011 Ci ,ry Project No. 00778 O17133-1 CONSTRUCTION STAKING Page t of 3 SECTION 017123 CONSTRUCTION STAKING P�RT 1 - C'JENERAL l.l SUNII�tARY ,a. Section includes: 1. Requirements for construction staking. 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 PAYNIENT 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Construction Stakes 1. Construction staking will be performed by the City. 2. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. 3. General a. I[ 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 fumished by C ity. 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 staking will be deducted from the payment due to the Contractor for the Project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section O1 33 00. l. All submittals shall be approved by the Engineer or the City prior to delivery. C[TY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUNtENTS Replacement nt Dewey Street Revised July 1, ZOl 1 Ciry Project No. 00778 U17123-2 CONSTRUCTION S"CAKING P:ige 2 of 3 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBMITTALS A. Certificates l. Provide certificate certifying that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents. a. Certificate must be sealed by a registered professional land surveyor in the State of Texas. B. Field Quality Control Submittals 1. Documentation verifying accuracy of fietd engineering work 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE NIATERIAL SUBNIITTALS [NOT USED] _ 1.9 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the Work. 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 111 FIELD [SITE] CONDITIONS [NOT USED) 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EYECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. Verify location and protect control points before commencing Work. B. Notify City's Project Representative immediately of any discrepancies discovered. 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 IiE-INSTALLATION [NOT USED] 3.7 FIELD (oR] SITE QUALITY CONTROL A. Preserve permanent reference points during progress of the Work. B. Do not change or re(ocate reference points without approval from the City. C. Utilize recognized engineering survey practices. CITY OF FORT WORTH Lehow Channe! Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street ftevised Juty 1, 20l 1 Ciry Project No. 00773 �t( 71 33-3 CONSTRUCTION STAKING P�ge 3 of 3 3.8 SYSTEI�I 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] 3.1�3 ATTACHII�IENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH LeHow C{:annel Raadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July l, 2011 Citv Project No. 00778 0 t 7�3 23 - t CLEriuV1NU Page t of 4 SECTIOIV 0174 23 CLEANING PART1- GENERAL 1.1 SU�IMARY f1. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere 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 32 92 13 — Hydro-Mulching, Seeding and Sodding 1.2 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon comp(etion of Work and immediately prior to final inspection. 1.5 SUBNiITTALS [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 ASSUi2ANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements l. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised luly l, Z011 Lebow Channel Roadway Crossing Repfncerrrent at Dewey Street City Project No. 00778 ui 7�23-? CLEAN t'VG P�ge 2 of 4 1.11 FIELD [SITE] COND[TIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - Pi�ODUCTS 3.1 OWNER-FURNISHED (oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents l. 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] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAI�IINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 �2EPAIR / RESTORATION [NOT USED] 3.6 �tE-INSTALLATION [NOT USED] 3.7 FIELD (ox] SITE QUALITY CONTi20L [NOT USED] 3.3 SYSTEM STARTUP [NOT USED] 3.9 ADNSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create 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 or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisedluly 1,2011 Lehow C{ianne! Roadway Crossing Replacement at Dewey Street City Project Na 00778 t)17123-3 CLEAN ING Page 3 of 4 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. 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 expense of the Contractor. 10. Do not burn on-site. B. Intermediate Cleaning during Construction l. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly 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 Ioose 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 fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated 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 l. 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. CITY OF FORT WORTH Lebow Channel Roadway Crossing STr�NDARD CONSTRUCTION SPECIFICATION DOCUMENTS Rep(acement at Dewey Street Revised July 1, ?O11 Ciry Project No. 00778 � t 7�3 23 - 4 CLE��ING Yage 4 of 4 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and in(ets. �. 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. 311 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USFD] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHNIENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July !, 2011 Lebow Channel Raadway Crossing Replacemenr at Dewey Street Ciry Project No. 00778 O(7719-I CIASEOUT REQUIREMENTS N�ge 1 of 3 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART1- GENERAL 11 SUMMARY A. Section Inc(udes: 1. The procedure for ctosing out a contract 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 1.2 PRICE AND PAYNIENT PROCEDURES A. Measurement and Payment l. 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 ADNIINISTRATIVE REQUIRENIENTS A. Guarantees, Bonds and Af�davits 1. No application for �nal payment will be accepted until 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 1. 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 [.�how Channe! Roadway Crassing STANDARD CONSTRUCTIOIV SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July l, 20l 1 Ciry Project No. 00778 i)1 7719-2 �LOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORNIATIONAL SUBMITTALS [NOT USED] 1J CLOSEOUT SUI3NIITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EYECUTION - 3.1 INSTALLERS [NOT USED) 3.2 EYAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.=1 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section Ol 78 39 2. Operation and Maintenance Data, if required, in accordance with Section O1 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section O l 74 23. C. Finallnspection 1. 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 undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items tisted in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. �. Provide atl special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks 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 C[TY OF FORT WORTH Lebow Channel Roadway Crossing ST.4NDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July t, 20l 1 Ciry Project No. 00778 017719-3 CLOSEQUT REQUIREMENTS P�ge 3 of 3 D. Notice of Project Completion l. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation l. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. 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 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD (oe] 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 ATTACHIYIENTS [NOT USED] EiYD OF SECTION Revision Log DATE NAME SUNI1�fARY OF CHANGE CITY OF FORT WORTH STr�.iVDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised luly i, �Ol 1 Lebow Channel Roadway Crossing Replacement at Dewey Street City Project No. 00778 �} l 73 23 - 1 QPERATIOtY AND �tA1NTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 11 SUNIMARY 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 l. None. C. Related Specification Sections include, but are not necessazily 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. 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 �tEQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBNiITTALS A. Submittals shall be in accordance with Section O1 33 00 Submittal Procedures. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. 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 CiTY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD COIVSTRUC'I'ION SPECIFICATION DOCUMENTS Replacemenr at Dewey Street Revised July l, 201 I Ciry ProjectNo. 00778 O(7333-2 OPERA'I'tON AND MAINTENANCE DATA Page 2 of 5 c. Text: Manufacturer's printed data, or neatly typewritten d. Drawings () Provide reinforced punched binder tab, bind in with text 2) Reduce (arger drawings and fold to size of text pages. e. Provide t1y-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 indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of sepazate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cteanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupmgs. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 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, indexed 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. b. Annotate each sheet to: 1) Clearly identify speci�c product or part installed Z) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3 4 Drawings a. Supplement product data with drawings as necessary 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: CITY OF FORT WORTH Lebow Chnnne! Roadway Crossing STr�NDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised Juty l, ?Ol 1 Ciry Project No. 00778 O I 78 23 - 3 UPERA"t'IOIY AND MA(NTENr1NCE DATA Pa�e 3 of 5 z. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. 5. Copy of each warranty, 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 () 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 Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standazds 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems l. 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 chazacteristics 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, break-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 Z) 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 control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts CITY OF FORT WORTH Lebow Chnnne! Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replaeement at Dewey Street Revised July l, 2011 Ciry Project No. 00778 O l 78 23 - �3 OPERATION AND MAINTENANCE DATA Page d of 5 3 4 g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's cunent prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 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) Electrical service 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 operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "troubie shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer'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 Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 PvIAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data. by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 Ciry Praject No. 00778 017323-5 OPERATIOtV AND MAINTENANCE DATA Page 5 of 5 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 - EYECUTION [NOT USED] END OF SECTION Revision Log DATE NAME Sl;f�v1MARY OF CHANGE CI'CY OF FORT WORTH l.�baw Channel Roadwcry Crossin,g ST.ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Repincement at Dewey Street Revised July 1, 20l 1 Ciry Projecr No. 00778 �)l 7839- 1 I'R01ECT RECORD DOCUMENTS Page 1 of 5 SECTION Ol 78 39 PROJECT RECORD DOCUNIENTS PARTl- GENERAL l.l SUNIMARY A. Section Includes: t. 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 l. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Divisiori 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. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 ItEFER�NCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 NiAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records l. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other pocuments where such entry is required to show the change properly. CITY OF FORT WORTH Lebow Chcrnne( Roadway Crossing ST.AIVDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised luly l, 2011 Ciry Project Na 00778 r) l 78 39 - Z PROJECT RECORD DOCU;�fENTS PagC Z of 5 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until comptetion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. l.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS Z.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD 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. B. Final Record Documents t. At a time nearing the completion of the Work and prior to Final Inspection, provide [he City 1 complete set of all Final Record Drawings in the Contract. CITY OF FORT WOR'CH Lebow Channef Roadway Crossing STANDARD CONSTRUCTtON SPECIFICATIOIV DOCUMENTS Repiacement at Dewey Streer Revised July l, 201 l Ciry Project Na 00778 O17339-3 PROIECT RECORD DOCUMEN'tS Page 3 of 5 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EYANIINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 1�1AINTENANCE DOCUMENTS A. Maintenance of Job Set l. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". 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 work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section O1 71 23, cleazly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from 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 entry by a"cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. 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. I) 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. CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATIOIV DOCUMENTS Replacement at Dewey Street Revised July l, 20ll CiN Project No. 00778 017339-d PROJECT REC�RD DOCUMENTS Page d of 5 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 s(ab", "in ceiling plenum", "exposed", and the like). 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 serves 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 1. Transfer of data to Drawings a. Carefully 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 actual location of items. 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 assure longevity and clear reproduction. 2. Transfer of data to other pocuments a. If the Documents, other than Drawings, have been kept 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 usual chazge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 ItEPAIR / 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 CITY OF FORT WORTH Lebow Channe! Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1. 2011 Ciry Project No. 00778 017339-5 PROlECT RECORD DOCUMENTS Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE CIT'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, Z01 I Lebow Channel Roadway Crossing Replacement at Dewey Street Ciry ProjectNo. 00778 APPENDIX GC-4_O1 Availability of Lands None GC-4.02 Subsurface and Physical Conditions + Geotech Report (CMJ Engineering, February 2008, Project No. 456-08-04) GC-4.04 Underground Facilities • S.U.E_ Plan Sheet — Work Performed by Gorrondona & Associates Inc. October, 2011 (See Construction Plan Sheet 3) GC-4.06 Hazardous Environmental Condition at Site None GC-6.06.D Minority and Small Owned Business Enterprise Compliance • MBE Special Instructions • MBE Subcontractor-Supplier Utilization Form • MBE Prime Contractor Waiver Form � MBE Good Faith Effort • MBE Joint Venture • SBE Special Instructions • SBE Subcontractor-Supplier Utilization Form • SBE Prime Contractor Waiver Form • SBE Good Faith Effort • SBE Joint Venture GC-6.07 Wage Rates • Heavy & Highway Construction Prevailing Wage Rates 2008 GC-6.09 Permits and Utilities • Floodplain Development Permit GC-6.24 Nondiscrimination None CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Lebow Channel Roadway Crossing Replacement at Dewey Street Ciry Project No. 00778 GR-01 60 00 Product Requirements • City Approved Method and Approved Product • Turf Reinforcement Matting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 Lebow Channel Roadway Crossing Replacement at Dewey Street City Project No. 00778 GC-�.01 �vailability of i.�nds i�'IIS i'A�� i.�F'T IivTEN�TION�LL�Y' BL��K CITY OF FORT WORTH Lebow Chnnnel Rondwcry Crossing ST:\ND,�,RD CONSTRUCTION SPECIFICATION DOCU�(ENTS Replacement nt Dewey 3treet Revisedluly 1,'_011 CityPmjectNa.00773 G�C-�.02 5ubsurface and �'�ysical �onditions ":�"�IIS P�G� LE�T I�T�T+IT�ONALLY �LA�� CITY OF FORT WORTH Lebow Channel Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 2011 City Projecr No. 00778 GEOTECHNICAL ENGlNEERING STUDY ARCH AND BOX CULVERTS LEBOIIV CHANNEL FORT WORTH, TEXAS Presented To: GM Ente�prises February 2008 �ROJECT NO. 456-08-04 �-�_ ��.�� ENGINEERING, I�TC. � 7636 Pebble Drive Fort Worth, Te�ra.s 76118 www.cmjengzcom February 26, 2008 Report No. 456-OS-04 G.M. Enterprises 7098 Mansfield Highway Kennedale, Texas 76060 Attn: Mr. Glenn Morales GEOTECHNICAL ENGINEERING STUDY ARCH AND 80X CULVEHTS LEBOW CHANNEL �ORT WORTH, TEXAS Dear Mr. Morales: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in generai accordance with our Proposal No. 07-1858 (Revision 2) dated January 24, 2008. The geotechnical services were authorized on January 25, 2008. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the constructian material testing services during the construction phase of this project. We appreciate the opportunity to be of service to GM Enterprises and Teague Nall and Perkins, Inc. Please contact us if you have any questions or if we may be of furthar service at this time. Respectfully submitted, ' �� CMJ ENGINEERING INC. ��P�(rc OF rFk��e i 5'• � ••.�`P � � . . � *: • t •. ,r �! /*: �:*�j � � .............. .............. � c� f.�� J. .....: SAFPI NGTO N, IV � l�: � t 9•, 97402 '�, Jam P. Sappington, IV, P.E.� o•. � p.��5 Proje Engineer lt��sSC�NS ��1G:?� Texa� No. 97402 �� o�� a� Senior Geotechnical Consultant Texas No. 46088 copies submitted: (1) Mr. Glenn Morales; GM Enterprises (3) Mr. Michae! Wellbaum, P.E.; Teague Nall and Perkins, Inc. Phone (817) 284-9400 Faz (817} 589-9993 iYfetro (817) 589-9992 TABLE OF CONTENTS Paqe 1.0 INTRODUCTION 1 1.1 Project Description 1 1.2 Purpose and Scope 1 1.3 Report Format 1 2_0 F1ELD EXPLORATfON AND LABORATORY TESTING 2 2.1 Field Expioration 2 2.2 Laboratory Testing 3 3.0 SUBSURFACE CONDITIONS 3 3.1 Soil Conditions 3 3.2 Ground-Water Observations 4 4.0 BOX CULVERT RECOMMENDATIONS 5 4.1 Generai Foundation Considerations 5 4.2 Straight Shaft Design Parameters (N.E. 28�' Street and Brennan Avenue) 5 4.3 Mat Type Foundation (Dewey Street) 8 4.4 Mat Type Foundation Construction 8 4.5 L.ateral Earth Pressures 9 4.6 Wall Backfill Materia! Requirements 11 4.7 Below-Grade Drainage Requirements 11 5.0 EARTHWORK 42 5.1 Site Preparation 12 52 Excavation Considerations 12 5.3 Placement and Compaction 13 5.4 Erosion and Sediment Contro) 14 6.0 CONSTRUCTION OBSERVATIONS 14 7.0 REPORT CLOSURE 14 APPENDIX A Plate Plan of 8orings A.1 Unified Soil Classification System A2 Key to Classification and Symbols — A.3 Logs of Borings A.4 — A.6 Summary of Laboratory Test Results A.7 Fres Swell Test Resuits ------ -- A.8 � 1.0 INTRODUCTION 1.1 Project Description This report presents the resuits of a geotechnical study for three culve�ts pianned in the Stockyards area of Fort Worth, Texas. The new culve�t crossings are located at B�ennan Avenue, N.E. 28�' Street and Dewey Street, just east of Decatur Avenue along LeBow Channel. Culverts are understood to consist of both arch- and box-type culverts. The cuivert bases wiii be approximately 8 to 12 feet below pavement grade. Plate A_1 depicts the project location and location of exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, develop recommendations for the type or types culvert foundations, and provide earthwork recommendations. To accomplish its intended purposes, ihe study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) perForming engineering analyses, using the field and laboratory data, to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of structures could change. Once the final design is near completion (80- to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Seciions 1 through 7. All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in which ihey appear. Smal( tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No. 45&08-04 CMJ ENGIiYEERING, INC 1 Units used in the report are based on the English system and may include tons per square foot (tsfl, kips (1 kip = 1,000 pounds), kips per square foot (ks�, pounds per square foot (psfl, pounds per cubic foot (pc�, and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by three borings drilled to depths of 20 to 30 feet at each culve�t location. The borings were drilled using truck mounted drill equipment at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.6, and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undistu�bed sampfes of cohesive soils were obtained with nominai 3-inch diameter thin-walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand - penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed - sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometef is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, the Texas Cone Penetration test was performed at selected locations_ Texas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely failing 24 inches. This results in 340 foot-pounds of energy for each blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respected test depths, as blows per 6 inches on the log. In hard materials (rock or rock-like), the penetrometer cone is driven with the resulting Rej70rt �10. 45S-O8-04 Ct� ENGINEERIVG, INC 2 penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. Ground-water observations during and after completion of the borings are shown on the upper right of the boring log. 2.2 Laboratory Testing Laboratory soil tests were perFormed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits, plastic limits, and percent passing the No. 200 sieve) moisture content, unconfined compressive strength, and unit weight tests were performed. Results of the laboratory classification, moisture content, strength, and unii weight tests conducted for this project are included on the boring logs and on Plate A.7, Summary of Labo�atory Test Results. Three swell tests were performed on specimens from selected samples of the clays. These tests were performed to help in evaluating the swell potential of soils in the area of the proposed culve�ts. The results of the swell tests are presented on Plate A.B. The above laboratory tests were performed in general accordance with appficable ASTM or U.S. Army Corps of Engineers procedures, or generally accepted praciice. 3,0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurFace strata encountered at the boring locations are shown on the boring logs in Appendix A. The gene�alized subsurface stratigraphy encountered in the borings is discussed below. Asphalt pavement is present at ihe surface in Boring B-2 and is 7 inches in thickness_ Fill materials are noted in Borings B-1 and B-2 to depths of 3 to 5 feet. The fills consisi of brown, dark brown, and light brown sandy clays with gravel, calcareous nodules, and brick fragments. Natural overburden soils consist of various brown, light brown, dark brown, and light grayish brown silty clays and sandy silty clays. Light brown and brown shaly clays are present at 5 feet in Boring B-1, containing limestone seams. The various overburden soils contain calcareous nodules and Report No. 455-08-04 CMJ ENGINEERING, IvG 3 ironstone nodules with limestone fragments in selected reaches. Abundant limestone fragments are noted from 3 to 5 feet in Boring B-3. The clayey soils are generally stiff to hard with pocket penetrometer values of 1.5 to over 4.5 tsf. Soft to firm soils are noted below 19 feet in Boring B-3, with pocket penetrometer values of 0.5 and 1.0 tsf. The Liquid Limit and�Plasticity fndex of the tested materials ranged from 41 to 72 and 26 to 47, respectively. Tested dry unit weight and unconfined compressive strength values varied from 98 to 118 pcf and 970 to 7,320 psf, respectively. Gray shale is next present in all borings_ The shale is present at a depth of 10 feet below existing ground in Boring B-1 and at depths of 23 to 25 feet in Borings B-2 and B-3. The gray shale contains very hard limestone seams, and is therefore variably soft to very hard (rock basis), with Texas Cone Penetrometer (THD) values ranging f�om 0.1 inch to 6.5 inches of penetration for 100 hammer blows. The Atterberg Limits tests indicate the clays encountered at this site are moderately active to highly active with respect to moisture induced volume changes. Active clays can expenence vo�ume changes (expansion or contraction) with fluctuations in their moisture content. Results of free swell testing indicate low to moderate potential for moisture induced volume change from present in-situ moisiure conditions. 3.2 Ground-Water Observations The borings were advanced using auger drilling methods in order to observe ground-water seepage levels. Borings B-2 and B-3 encountered ground-watsr seepage at 13 to 14 feet during drilling and water at 13 to 19 feet at drilling completion. Boring B-1 was dry at completion. Fluctuations of the ground-water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evideni at the time the borings were perf'ormed. The possibility of perched ground water within granular, more permeable zones exists. Due to the variable subsurface canditions long-term observations would be necessary to more accurately evaluate the ground-water level. Such observations would require installation of piezometers or observation wells, which are sealed to prevent the influence of surFace water. .�'2port Rto. 455-08-04 C*✓Sj E�IGINEERING, INC 4 4.0 �OX CULVERT RECOMMEIVDATIONS 4.1 General Foundation Conside�ations Two independent design criteria must be satisfied in the selection of the type of foundation to support the proposed structures. First, the ultimate bearing capacity, reduced by a sufficient factor of safety, must not be exceeded by the bearing pressure transferred to the foundation bearing strata. Second, due to consolidation or expansion of the underiying soiis during the operating life of the structure, total and differential vertical movements must be within tolerable limits. The recommended foundation alternatives for the proposed culverts are discussed below. The moisture induced volume changes associated with the active to highly aciive clays present at this site indicate that shallow or near surface footings could be subject to differential movements of a potentially detrimental magnitude. In addition, potential for encountering ground-water during construction is probable at Borings B-2 and 8-3. Based on the anticipated column loads a deep foundation system transfe�ring column loads to the unweathered gray shale is considered the most positive foundation system. Straight drilled reinforced concrete shafts penetrating the unweathered gray shale offer a positive foundation system and are recommended. Given the relatively shallow presence of gray shale in Boring B-1, consideration may be given to supporting the culvert atop a shallow spread foundation at this location. 4.2 Straight Shaft Design Parameters (N.E. 28�' Street and Brennan Avenue) 4.2_1 Desiqn Criteria Recommendations and parameters for the design of cast-in-place straight-shaft drilled piers are outlined below. Specific recommendations fvr the construction and instaltation of the drilled piers are included in the following section, and shall be followed during construction. Bearing Stratum Depth of 8earing Stratum: Required Penetration/Oepth Gray SHALE with LIMESTONE seams Approximately 23 to 25 feet below existinq grades All piers should penetrate into the bearing stratum a minimum of 3 fest. Allowable End Bearing Capacity: 12,000 psf Allowable Skin Friction: Report No. 456-OS-04 2,200 psf for compressive loads and 1,400 psf for tensile loads. Neglect the required minimum penetration of 3 feet in skin friction. CI�LJ ENGiNEERING, I,�IG 5 The maximum ratio of overail shaft length to shaft diameter is 20:1. The above values contain a safety factor of three (3). Drilled shafts should extend through any weathered shale zones and bear only in competent, unweathered gray shale. A minimum pier diameter of 18 inches is recommended. For lateral shaft resistance, an allowable passive resistance of 2,000 psf may be considered in the unweathered gray shale. An aliowable passive resistance of 500 psf may be considered in the overiying clay soils. However, lateral shaft resistance in the overlying clays should be neglected above a depth of 8 feet where pavement or slabs are not present. It should be anticipated that ground-water seepage above the bearing stratum will be encountered - during installation of the straight shafts. Temporary casing will be required for proper installation of the shafts. In order to develop full load carrying capacity in skin friction, adjacent shafts should have a minirnum center-to-center spacing of 3 times the diameter of the larger shaft. Closer spacing may require some reductions in skin friction and/or changes in installation sequences. Closely spaced shafts shouid be examined on a case-by-case basis. As a general guide, the design skin friction will vary linearly from the full value at a spacing of 3 diameters to 50 percent of the design value at 1.0 diameter. Settlements for properfy installed and constructed straight shafts in the unweathered gray shale with limestone seams will be primarily elastic and are estimated to be one inch or less. 4.2.2 Soi/ lnduced Uplift Loads The drilled shafts could experience tensile loads as a result of post construction heave in the clay soils. The magnitude of these loads varies with the shaft diameter, soil parameters, and particularly the in-situ moisture levels at the time of construction_ For design purposes, an uplift load of 1,200 psf ove� a shaft length of 10 feet is estimated. This load must be resisted by the dead load on the shaft, continuous vertical reinforcing steel in the shaft, and a shaft adhesion developed within the bearing strata. In order to aid in the structural design of the reinforcement, minimum reinforcing should be equal to 0.5 percent of the shaft area. r2epo�t tVo. 456-08-04 �LIJ EA(GINEERING, I�G 6 4.2.3 Drilled Sl�aft Construction Considerations Drilied pier construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: • Identification of bearing material • Adequate penetration of the shaft excavation into the bearing layer • The base and sides of the shaft excavation are clean of loose cuttings • If seepage is encountered, whether it is of sufficient amount to require the use of temporary steel casing_ If casing is needed it is impo�tant that the field representative observe that a high head of plastic concrete is maintained within the casing at all times during their extraction to prevent the inflow of water. Based on ground-water conditions encountered during field operations for this study, it should be anticipated that temporary casing will be required for proper installation of some shafts. Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practica( after completion of the drilling, cleaning, and observation_ Excavation for a drilled pier should be filled with concrete before the end of the workday, or sooner if required to prevent deterioratian of the bearing material. Prolonged exposure or inundation of the bearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the drilled pier excavation should be deepened as necessary and cfeaned, in order to provide a fresh bearing surface. Excavations for the shafts should be maintained in the dry. It should be anticipated that ground- water seepage will be encountered during shaft installation of all straight shafts and that temporary casing will be required for all straight shafts for proper shaft installation. The casing should be seated below the zone of seepage with all water and most loose material removed prior to beginning the design penetration. Care must then be taken that a sufficient head of plastic concrete is maintained within the casing during extraction. The concrete should have a slump of 6 inches plus or minus 1 inch. The concrete should be placed in a manner to prevent the concrete from striking the reinforcing cage or the sides of the excavation. Concrete should be tremied to the bottom of the excavation to control the maximum free fall of the plastic concrete to less than 10 feet, or focus concrete in the middle of the reinforcing cage to prevent segregation. Report No. 455-08-04 C.12J ENGINEERING, ING 7 A drilling rig of sufFicient size and weight will be necessary for driliing and/or coring through the hard layers to reach the desired bearing stratum and achieve the required penetration. It should be anticipated that hard to very hard zones can be present in the tan limestone. The hard to very hard layers can complicate pier drilling operations. In addition to the above guidelines, the specifications from the Association of Drilled Shaft Contractors Inc. "Standards and Specifications for the Foundation Drilling Industry" as Revised 1999 or other recog�ized specifications for proper installation of drilled shaft foundation systems should be followed. 4.3 Mat Type Foundation (Dewey Street) Reinforced concrete mat type foundations may be used to support structural loads of the culvert at this location. Consideration may a(so be given to utilizing straight drilled reinforced concrete shafts penetrating the gray shale as detai(ed in Section 4.2. Individual footings (square, round or rectangular) should be situated at a minimum depth of 2 feet within the gray shale, and may be proportioned using an allowable soil bearing capacity of 8,400 pounds per square foot (psfl while continuous footings at the same deptt� may utilize an allowable bearing pressure of 6,OQ0 psf. The above design values contain a safety factor of 3_ These bearing values assume that the excavation base is dry and little to no disturbance of the bearing materials is allowed. Individual footings should maintain a minimum width of 3 feet and continuous footings should maintain a minimum width of 18 inches, but must be wider as required, based upon allowable bearing capacities given above. Circular, auger-excavated footings may be considered, in order to expedite construction. Continuous spread foundations are defined as those having a length to width ratio greater than 10. The base of all excavated footings shall be inspected by a geotechnical engineer or geoiechnician under his or her supervision to assure that the bottom is firm, level and free of loose soil material and/or debris. 4.4 Mat Type Foundation Construction Mat type foundation construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: 2eport No. 455-08-04 CMj E, rcry cEAi;vc, I, rc � • identification of bearing materials a Adequate penetration of the foundation excavation into the bearing layer • The base and sides of the excavation are clean of loose cuttings • When seepage is encountered, whether it is of sufficient amount to require the use of excavation dewatering methods Precautions should be taken during the placement of reinforcing steei and concrete to prevent ioose, excavated soil from falling into the excavation. Concrete should be placed as soon as practica! afte� completion of the excavating, cleaning, reinforcing steel placement and observaiion. Excavation for a mat type foundation shouid be filled with concrete before the end of the workday, or sooner if required, to prevent deterioration of the bearing material. Prolonged exposure or inundation of the bearing surtace with water will result in changed in strength and compressibility characteristics. If delays occur, the excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface. If more than 24 hours of exposure of the bearing surface is anticipated in the excavations, a"mud slab" should be used to protect the bearing surfaces. If a mud slab is used, the foundation excavations should initially be over-excavated by approximately 4 inches and a lean concrete mud slab of approximately 4 inches in thickness should be placed in the bottom of the excavations immediately following exposure of the bearing surface by excavation. The mud slab will protect the bearing surface, maintain more uniform moisture in the subgrade, facilitate dewatering of excavations if required, and provide a working surface for the placement of formwork and reinforcing steel_ The concrete should be placed in a manner that will prevent the concrete from striking the reinforcing steel or the sides of the excavation in a manner that would cause segregation of the concrete. 4.5 �ateral Earth Pressures 4.5.1 General The below grade walls must be designed for lateral pressures including, but not necessarily limited to, earth, water, surcharge, swelling, and vibration. In addition; the lateral pressures will be influenced by whether the backfill is drained or undrained, and above or below the ground-water tabfe. Report iVo. 45b-O8-04 CMJ ENGINEERING, INC. 9 4.5.2 EQuivalent Fluid Pressures Laterai earth pressures on below grade and retaining walls wiii depend on a variety of factors, - including the type of soils behind the wail, the condition of the soils, and the drainage conditions behind the wali. Recommended lateral earth pressures expressed as equivalent fluid p�essures, per foot of wall height, are presented in Table 4.5.2-1 for a wall with a level backfill behind the top of the wall. The equivalent fluid pressure for an undrained condition should be used if a drainage system is not present to remove water trapped in the backfill and behind the wall. Pressures are provided for at-rest and active earth pressure conditions. Rigid walls are not anticipated to develop enough movement to mobilize active earth pressures. In order to allow for an active condition the top of the wall(s) must deflect on the order of 0.4 perce�t. For the select flll or free draining granula� backfill, these values assume that a"full" wedge of the material is p�esent behind the wall. The wedge is defined where the wall backfill limits extend outward at least 2 feet from the base of the wall and then upward on a 1 H:2V slope. For narrower backfill widths of granular or select fill soils, the equivalent fluid pressures for the on-site soils should be used. TABLE 4.5.2-1 — Equiva(ent Fluid Pressures At-Rest Equivalent Active Equivalent Backfill Material Fluid Pressure (pcfl Fluid Pressure (pcfl Drained Undrained Drained Undrained Excavated on-site clay or clay fill 100 110 90 100 material Select fill or on-site soils meeting 75 100 55 90 material specifications Free draining granular backfill �5 gp 35 80 material 4.5.3 Additional Laterat Pressures The lacation and magnitude of permanent surcharge loads (if present) should be determined, and the additiona( pressure generated by these loads such as the weight of construction equipment and vehicular loads that are used at the time the structures are being built must also be considered in the design. The effect of this or any other surcharge loading may be accounted for by adding an additional uniform load to the full depth of the side walls equivalent to one-half of the expected vertical surcharge intensity for select backfill materials, or equal to the fulf vertical surcharge ft2port No. 45S-O8-04 CPdJ ENGINEER[NG, :NC 10 intensity for clay backfill. The equivalent fluid pressures, given here, do not include a safety factor. Analysis of surcharge loads (if any) should be performed on a case-by-case basis. This is not included in the scope of this study. These services can be provided as additional services upon request. 4.6 Wall Backfill Material Requirements Granular Wall Backfill: All free draining granular wall backfill maierial should be a crushed stone, sand/gravel mixture, or sand/cn�shed stone mixture. The material should have less than 3 percent passing the No_ 200 sieve and less than 30 percent passing the No. 40 sieve. The minus No. 40 sieve material should be non-plastic. Granular wall backfill should not be water jetted during installation. Select Fill Behind Walls: All wal! select backfill should consist of clayey sand and/or sandy clay material with a plasticity index of 16 or less, with a liquid limit not exceeding 35. The select fi11 should be placed in maximum 8-inch lifts and compacted to between 9� and 100 percent of Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3 percentage points of the optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment and should be compacted between 90 and 95 percent of the Standard Proctor Density. On-Site Soil Backfill: For wail backfill areas with site-excavated materials or similar imported materials, all oversized fragments larger than four inches in maximum dimension should be removed from the backfill materials prior to placement. The backfill should be free of a{I organic and deleterious materials, and should be placed in maximum 8-inch compacted lifts at a minimum of 95 percent of Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3 percentage points of optimum moisture. Compaction within five feet of the wa!!s should be accomplished using hand compaction equipment, and should be beiween 90 and 95 percent of the Standard Proctor Density. 4.7 �elow-Grade Drainage Requirements The design recommendations presented above assume hydrostatic pressure will not develop behind the retaining wall. In order to achieve the "above water table" condition for laferal earth pressure for low-perrrieability walls (concrete, masonry, etc.), a vertical drainage blanket or Qeport No. 45S-O8-04 CMj ENGIVEExING, I�G 11 geocomposite drainage member must be instailed adjacent to the wail on the backfill side. In conjunction with below grade wails associated with the structure a collection pipe situated a minimum of 12 inches below the bottom of the slab is recommended. The drainage must be connected ta an outlet drain at the base of the wall, or to the sump/pump system. Drainage could be provided using a collector pipe or weep holes near the base of the retaining wall. Drains should be properly filtered to minimize the potential for erosion through these d�ains, and /o� the plugging of drain lines. Design or specific recommendations for drainage members is beyond the scope for this study. These services can be provided as an additional service upon request. In order to achieve the "drained" condition, the entire backfiil material must be free draining, or the backfill-wall geometry must be such that the backfill will not become saturated from rainfall, ground water, adjacent water courses, or other sources. 5.0 EARTHWORK 5.1 Site Preparation The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. 5.2 Excavation Considerations The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surFace runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead ofi allowing surFace water to flow down unpratected slopes. It is anticipated that ground water may be present in some of the excavations, as previously discussed. Report No. 456-tJ8-04 CMJ E;vct�CExiVc, IvC. 12 Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulatio�s concerning trench safety and excavations including, but not limited to, OSHA regulations. 5.3 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The fill material should be compacted to a minimum of 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 698. In conjunction with the compacting operation, the �II material st�ould be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points betow optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, ihe contractor may have to maintain a more narrow range of moisture content {within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field densty test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet_ A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved be#ore another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained_ The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. fteport No. 456-08-04 �� iNGINEERNG, I�SC. 13 5.4 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent stopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control fiacilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 6.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of informatian about the subsurFace conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction, anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe any additional earthwork and perform materials evatuation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additianal tests if required and, when necessary, to recommend altemative solutions to unanticipated conditions. It is proposed that construction phase observation and materials observation commence by the project geotechnical engineer at the outset of the project_ Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contraet directly with the project geotechnical engineer. This rssults in a clear, direct line of communication befinreen the owner and the owner's design engineers and the geotechnical ergineer. 7.0 REP�RT CLOSURE - The borings for this study were selected and staked by CMJ Engineering, Inc. using approximate taping methods from existing topographic features. The locations and e(evations of the borings should be considered accurate only to the degree implied by the methods used in their determination. The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions ihat are Repoit P1o. 45&-08-04 Ci�iJ ENGINEERING, INC. 14 believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil ciassification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual-manual procedures, were used to generaliy classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of class�cations for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground-water conditions, this report presents data on ground-water levels as they were observed during ihe course of the field work. ln particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground-water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this repo�t does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, iest borings or test pits. Such unexpected conditions frequently require that additional expenditures be. made by the owner to attain. a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must b� advis�d promptly so that �re can review these conditions anri �econsider o�r recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review R2po�t No. 45S-C8-04 CMJ ENGNcEAING, ING 15 our report to determine the appiicability of the conciusions and recommendations, considering the changed conditions andior time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this pa�ticular project that pe►tain to earthwork as a means to determine whether the plans and spec�cations are consistent with the recommendations contained in this repo�t. In addition, we are available to obsenre construction, particularly the compaction of structural fill, or backfill as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for ihe presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. The scope of services also did not include any assessment of the site for suitability for the proposed construction or use, related to items o� conditions other than those specificatly addressed in this report. This report has been prepared for use in develaping an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowiedge and awareness of their intent within the overati concept of this repo�k. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contracto�. This report has been prepared for the exclusive use of the GM Enterprises and Teague Nall and Perkins, Inc. for specific application to design of this project. The only warranty made by us in connection with the se�-vices provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. * * * * flBpOit i�0. 455-(i8-04 CMJ iNGiNEERNG, ING 16 � � � � i i � � I ' � I m ( 1 \ v I l � � � � � \ °\ '�\ \ � `� \ \ � � � � � ' , , \ � � Z T — � Propoaed � 1 T �� \ Culvert m I �' "`S""9 � � � NE 28TH STREET — � 9oz Cul�ert—, I n �``5""9 p I I DEWEY STREET ��e,� c� — —8-� —11TL — � I I � � � — ProDosed fuivert C ` g } / /� / � D NI � /� �� < � I� �• rn I I I�(- z c �i � rn _� S ( DEWEY STREET CULVERT NE 28TH STREET CULVERT � � rn z � / I = / rn / � i u� � � -� Proposed / � CCI CuLiert � a � � � � / I� N�N vEN // B,� �� B-3 I Ea�s,�ng � , � f Cu�vert LEGEP1t7 �, ry � � � Bor,ng Location BRENNAN AVENUE � G� �� feP� ;pprox�mote Sca1e �� _ PLAN OF BORI NGS C1Yi�E;vGnvEE�urrc.nvc. ARCH AND BOX CULVERTS P�ATE LEBOW CHANNEL Q, � CMJ PRO�ECT N0. 456-OS-04 FORT WORTN, TEXAS Major Divisions Sym: Typical Names Laboratory Classification Criteria � � �, Well-graded gravels, graveN � p60 (o,o>� � �, c GW sand mixtures, little or no �, c„= — greater than 4: C�= — belween 7 and 3 �io D,o X �eo � � o fines N � c o`> � � � V o o � � o � � � � � N ��, Poorly graded gravels, gravel �o �� E N `�.-`� ; c.� � GP sand mixtures, little or no � v� � N Not meeting all gradation requirements for GW � `� y y � fines ; � � � � � �� N�,,,. o�, � m �� Liquid and Plastic limits 0 o Z � o Siity gravels, gravel-sand-siit N �? :� Liquid and piastic Iimits o ,� � below "A" line or P.1_ N L� L�� GM mixtures � m �� greater than 4 Plotting in hatched zone Z � �. m a� � y : ro between 4 and 7 are 3 :a .S c � �, m r- a� o � N borderline qses �, � �, o o � N :° Liquid and Plastic limits Ciayey gravets, gravel-sand- requiring use of dual �� o � o. GC c o ; � above "A" line with P.I. symbols � m � � Q clay mixtures � � :� g�ater than 7 � � � : m c��n o� 'o � .� °' � Well-graded sands, gravelly '� � ' m °� (030}2 `� m � e SW �� C� p greater tha� 6: C�= - between 1 and 3 �, � � w sands, little or no fines ��, „ D�o x D� � � N `° o rno N �/7 C : : � : . = � � m � Poo�iy graded sands; @ � : � : � `�� U^ SP gravelly sands, little or no c m � � : Not meeting all gradation requirements for SW a� � m c � � L "' > fines N �_ �, a ..,: C � i� "y � � �' N � � � � � � N � � � � v� � o, m �� a� Liquid and Plastic limits v o Z c o SM Silry sands, sand-silt �= N�^ �, below "A" line or P.I. less Liquid and plastic limits � �� .., E mixtures �� o y o o than 4 plotting between 4 and 7 t L L� y ��' O J � �� m m a=»- u� are borderline cases = o�`- � c� Liquid and Plastic limits requiring use of dual o `�° °' SC Clayey sands, sand-clay � ��? above "A" line with P.I. symbols � � Q mixtures � m� greater than 7 oo� Inorganic silts and very fine sands, rock fiour, silty or � M� clayey fine sands, or clayey T� silts with slight plasiicity 6 � `—�° y Inorganic clays of low to � � m medium plasticity, gravelly oN•� C� clays, sandy clays, siity clays, so c�+ = = and Iean clays a tn -o CH Z 3 � � � �� Organic silts and organic silty 4o t clays of low plasticity � � � .o � � N ia � 30 � y Inorganic silts, micaceous or N c��o `� � �AH diatomaceous fine sandy or a , OH a d MH °f C4 c�o silty soils, efastic silts •Q' � � y « ZQ C u. � � � CL o a� Inorganic clays of high @ m a, CH p�asticity, fat clays 1 � "y E � ML a d OL � (n — 4 �' � ON Organic clays of inedium to �o �o zo so ao 50 60 �o ao so �oo � � high plasticity, organic sifts V Liquid Limit o� C6 'o pt Peat and other highly organic Plasticity Chart = o � soils UiVIFIED SOI� CLASSIFiCATI(�N SYST�M PLATE A.2 SOIL OR ROCK TYPES a � � � GRAVEI _ s •�i•SAND � • s s � s �f • T YEY �� ::.:;.� u..,:■. ■.■.... �....... .s . • � i.....■. Shalby Tube Auger Spiit Spoon TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOlL � Rock Core Cone Pen C ( No IRecovery Ftll@ Gfcdin@fj SOI�S (More than 5o% Passing No. 200 Sieve) Descriptive item Penetrometer Reading, (tsf� Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ CO2PS@ Gf21tl@C� SOI�S {More than 50°,6 Retained on No. 200 Sieve) PenetraUon Resistance Descriptive item (blowslfoot) 0 to 4 Very Loose 4 to 10 Laose 10 to 30 Medium Dense 30 to 50 Dense Over 50 Very Dense Relative Density 0 to 20% ZO to 40% 40 to 70% 70 to 90°� 90 to 100% Soil StruCtufe Caicareous Contains appreciable deposits of caicium carbonate; generally nodular Siickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of altemate layers of different soil types, usually in approximately equal proportio�s TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with frngemail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingemail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled C2m2nted Hound together by chemica!!y arecipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials, and iron oxide are common cementing materials. Degree of Weathering Unweathered Slightly Weathered vVeathered �xtremely Weathered Rock in its natural state before being exposed to atmospheric agents Noted predominantly by color change with no disintegrated zones Complete color change with zones of slightly decomposed rock Complete color change with consistency, texture, and general appearance approaching soil KEY TO CL.�SSIFICATION AND SYMBOLS �L.�TE A.3 � .��.. WinCore Version 3.0 DRtLL�NG L�G 1 of 1 County Tarrant Hote B-1 District Fort Worth Highway SH 183 Structure Arch and Box Culverts Date 02I19/08 CSJ Fort Worth DOE 5683 Station 2+60 Grnd. Elev. 561.�0 ft Ottset 16 GW Etev. N/A Trtaxial Test Propertfes Elev. � Texas Cone Laterai Deviato Wet Additional Remarks p Strata Descrlptlon (ft) G Penetrometet Press. SVess MC LL PI �en. si si c CLAY, sandy, brown, wl calcareous nodules, gravel, and hrick fragments, Stin co �ary sr�rt �niq �c�� , 556.0 5 CIAY, shaty, Iight brown and 6rown, w/ limestone seams, very stiff to hard (CN) 551.0 10 SHALE, gray, w/ limestone seams, soft to moderetely hard � 5 50 2 50 1.5 541.0 20 50 3 50 1.7 25 30 Remarks: Dry durirtg drilling; dry at comptetlon The ground water elevation was not determined during the course of this 6oring. �LATE A.4 Drilier: D. Smith Logger: N. Smith Organization: GM Enterprises i:�aes-oa-oa w�ncore q� �' �RILL��lG LOG ' °i , � � �� County Tarrant Hole B-2 Otstrlct Fort Worth WlnCore Highway SH 183 Structure Arch and Box Cuiverts Oata 02l19/08 Versio� 3.0 CSJ Fort Worth OOE 5683 Station 3+15 Gmd. Elev. 550.U0 ft Offset 10 GW Elev. 537.00 ft Triaxial Test Properties Elev. � Texas Cona Lateral Oeviato Wet (ft) G PeneVometer Streta Deacrlptton press. Stresa MC LL PI Den. Add(Uonal Remarks . j 547.0 5 5420 10 1 si s CLAY, sandy, dark brown, brown, and I(ght brown, w/ gravel and calcareow nodule�, hard (fifi) (CL) CLAY, silty brown, wl calcareous nodules and ironstone nodulea, very a stift (CL) CLAY, sandy, silty, light brown, w/ calcareous nadulea and limestone fragments, hard (CL) UC = 7,320 psT stift, 13' to 23' UC = 970 psf 15 20 SZ7.O 25 50 SHALE, gray, w! iimestone seams tayers, very hard soft, 25 to 30' I I SZ0.0 30 $0 4 50 2.5 Remarks: 7-Inch thick asphalt present at the surface; grou�d-water seepage at 13' during drilting; water at 13' at completion Driller. D. Smith Logger: N. Smith y:\456-08-04 wincare gpJ PLATE A.5 I organization: GM Enterprises � `NlnCore Version 3.0 �RlLL1�IG LOG ' °f , Couhty Tarrant Hole B-3 Distrlct Fort Worth Highway SH 183 Structure Arch and Box Culverts Oate 02J19108 CSJ Fort Worth DOE 5683 StaUon 2+30 Grnd. Elev. 534.00 it Offset 0 GW Elev. 520.00 ft Trtaxial Test Properties Etev. � Texas Cone Lateral Oeviato 'Net Additional Remarks (ft) Q Penetrometer Streta Descriptlon presa. Stress MC LL PI Qen. si sf CIAY, sandy, slity, dark brown, w! calcareaus nodutes and iimestone _ � fragments, very stiff to hard (CL) a � w/ abundar►t qmestone fragmenta, 3' to 5' 5 grades brown at S 10 520.0 CLAY, silty, ilght grayish brown and �$ brown, w/ calcaraous nodules and UC = 8,240 pst ironsto�e nodules, stiff (CL) grades light brown and brown, w/ gravei, soft to flrtn, 19' to 25' Z� 1 UC =1,750 psf 509.� 25 SHALE, gray, wl limestone saams, very hard 504.0 30 50 0.2 50 0.1 Remarks: Seepage at 14' during drilling; water at 19' at completion PLp►TE A.6 Driller. D. Smith Logger. N. Smith Urgamzanon: �m encerpr�ses y:1456-08-04 wincore 9P1 m > UN ."C,� � � ,� C � 'r O N U c o ;,� o y N � O a z c v � a'� a`� tn � �, ... � v x a� � ,J � � N v � � �a- � � � � J � ,., � •� O W Z W � a. � J c0 � a. � � � ~ � ��zV A�C Q Z a = V 0 V� � a j v � J 2 � 0 Q O UZ��.. � � I.W.•a W= � =L� O=JE- � =�v � u- �, ar a �a a � Q�� } � O � y .�.. �7 S't' �' Y � ,F O O � � + � � O y � r� ti�n fA O �� cr1M� a = y �. i C �.�+ o C� a0 M�' O .++ �� v e- �- c- r- N N �p O � U m Q, a�.+ �. c- N M � CO � � C. �r i � � i i � y� O�- N C7 i� � � � L � � L � m � � � O N � M � N N c'7 �- N M O �' � � � ti o � �- � � O O N I� tf) �- ti � N N � � r- �- d' 'a' � r � �o�- �� + �A �A + � � 0 + t + O � O tfJ � t[') N I` t[) N �� N '� d' M�f � N ��t �t V' M�rj c- O � O O d' CD 1+ N I� O N � O M e- � N ��-�N �-�-•-�-M NN � c'9 V' t0 � r N �- N M c0 � � N N i � � � � � � i � t � � � � O N M 1� c0 M� O � N i� � rt' O� � � � � N ��_ ��_ Pl.ATE A.7 FREE SWELL TEST RESULTS Project: GEOTECHNICAL REPORT ARCH AND BOX CULVERTS LEBOW CHANNEL FORT WORTH, TARRANT COUNTY, TEXAS Project Nv.: 456-08-04 Free sweil tests performed at approxirnate overburden pressure CiVI� ENGINEERING, iivC. PLATE A.8 �C-�.�� iJnderground �acilities THIS PAG� ��FT �NT�NT�ONA�.L� �LANK CiTY OF FORT WORTH ST,aNDARD CONSTRUCTION SPECIFICATION DOCUMENTS RevisedJuly l, 20(1 Lebow Channet Roadway Crossing Repfacement at Dex�ey Street Ciry Project No. 00778 ��-�.U6 �azardous �nv�ronmental C�ndition at Site THIS �AG� �.��'i INT�l�+TTI�NALL Y �LANK C[TY OF FORT WORTH Lebow Channel Roadway Crossing ST?.NDARD CONSTRUCTIOIV SPECIFICATION DOCUMENTS Replacement at Dewey Street Revised July 1, 20l t Ciry Project No. 00778 GC-6.06.� I��Iinority and Women Owned Business �nterprise Compliance THIS PAGE LEFT INTEleTTIONAI�LY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 201 I Lebow Channel Roacfivay Crossing Replacement at Dewey Street Ciry Project No. 00778 Fo� WoRTH c�ty of Fort wortn Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting 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 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is � � % of th2 tOtal bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; 4. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shalf deliver the MBE documentation in __ _ person to the appropriate employee of the managing department and obtain a date/time receipt Such receipt shali be svidence that the City received the documentation in the time allocated. A faxed copy wil{ not be accepted; 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: openin date, exclusive of the bid o enin date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated oal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no MBE participation: o enin date, exclusive of the bid o enin date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perForm all subcontractin /supplier work: openin date, exclusive of the bid openin date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed oal. openin date, exclusive of the bid openin date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817} 212-2674. Rev. �/30/12 ! � � ��P�' ��QR�'�i � Ciiy o€ Foa-t V�/a� th }�f�� S�bcon#r�ctors(Suppiiers llfiliza#ion For� ATTACHMENT1A Page � of 4 PRIME COHAPANY NAME: Chetk appficabie black to descrihe prime O �'G � IGINVtDBE NON-1411NJ6BE ROJECT NAME: Lebaw Channe! Raad Crossing Replacement at De�nrey Street �i° �AT� ��— ' City's AABE ProjectGoaL• Prirrse's fYiBE Praject Commitment: PROJECT NU�'lIBER � � °�o /�.-% °ia ( 00778 �d�a�#i�y a!6 s�bcora�ra�icars/sa�pp�iers y��a �ui!I �as� �ra #his p�r�4ec# � � � =ailu:e io carn�l�te this form; in iis entirefij vvith, requested documenfation, and re�iued by the`M�ncging'� �e�artrner�t cn ar �efore 5:�0 �.r;�� fi:;ie {5J City 5usiness �ays after biC o��ring, exe�us;�� of �id cpenfng c�ate; viil resu(E in the bid �ein� considered r�an-resoansive to bici spe�ifcatioris. E -�e undei�s�gned Gfi2ror agrees to enter intc a �ormat agreemE�i wi�th tiie iViBE firm(s} fist� in infs �tilization I �checiule, candiiioned u�on executien;of a contraci:�r�rth *�e Cit�i cf Fort �IVarh. �fi� inieniiona[ andtor kncvsrir�g � nisrepres�ntatio� af iGcts is arounds ior cansitleratian of rlisc{uat"rficaiion ancf will resuft in ihe E�Ed being .,� :onsi�ere� nQn-t-esponsive to bid spe�ifcations MSEs list�d t��var�+ rrieetsng tt�e oro�ec� gcaal must be focated in fhe six {6} cQunty marke��fac� ai the time af bEd_ Marketplace is tfie geographic area o� Tarrartt, Daitas_ Det��on. Johnsan. Parker, and Wise counties. 4den�iiy eaci� Tier Ievei. Tier is zhe ieve? flf subco�tracting bslo�rr �i�e prime cantr�cfor, i.e.;, a rlirect _ payment �rorr� the prime contraciar taa subccni�acior is cansidereci 1� Eier, a pGymEnt �y a s�bcontractor ta I�S SU(��i?Er IS COIISlC��f£q 2"d L1EI' ALL NfBEs MiJST BE CERTIFi�J BE�=t]RE C�NTRACT AWARD Geriii�catior� means fhos� firms, located wiihin the MarEcefplace, that have been determined to be a bondaficfe rrtinority busiress erterprise by the �lortF Cent:a! Texas Regional Cerir�caiian Agency (P�lCTRCA) or otf:er certifying agenc:es that the Ci#y m�y de�m appropriate and accnpted by the City o� Fort Worth_ If hautin�r sen�ic�s are utilize�i, t��. prime wil( be_given credit as [ong �s ihe MBE lisfed o}rvns and ope�a'tes �i [eas� one fu!(y [icensed a�d aperaiional truck tc�-be us�c� on ihe contrccr. The �ii�E may fease �rucfcs fram another I�BE firm, includirg 4�1BE oavner-operaiors, and rece:ve Tulf (v1BE credii_ The MBE may le�se Erucks fram r��n-1UlBEs; incfuding owr,er: operators, but wiil only rec�ive. credit: for-�he ie�s;and commissions eGrned by fhe MB� as outiined in fhe lease agrcemEn�: , : : Rev. 5/301i � FQxr� ATFACHMENT1A Page 2 oi 4 Primes are required to identify ALL subconfractorslsuppiiers, regardless of siatus; 'r.e., Minont}r and non,-MBEs. MgE firms are to b� Gsted n`rst, use addltianal sheets if necessary. If a subcontractor/suppfier is identified as an SBE, p(ease a�tach a cDpy of the firm's SBE certification if they have nat pceviousiy registEred with the City's NIMIBE Ofic�, which may be contacted far verificatton. Piease note that onl certified MBEs will be counted to meet an I�iBE aoal. Rttach N NCTRCA Certificate ° SUSCOiVTRACTOWSUPPLIER T n Detail Detail Company �iame i SuDcontrac�irrg Su�glies poija� Amtiunt Adrlress e ht W S Nl Work Purchased 'ietephonefFax ! g B 8 � E E E E i �pc�f'pr,aK I`'�cii ��';lHC /C'�di �%�� q�k+tr p� O�/f �S^ 3�fol Qtt�l�� c ��L. 1 a � •� � i l�Orf�1 / J� 7(0�/� ✓ ❑ ❑ 8r7 - �s�'- �y�� !7- �s{i-� �� /ZxGtS S %G��' �YGr.it6�Yt Olrt %/.(�a�lN�/ �l O��J � P. o. Aoxaiooy8 � J � Du //as, i� �s��l � � I �w��Ilo �oKrra�T�, l►+C stil�r �1J1Q«�n� 33i f�83 d-C� p, a. aaX �31 I �I��ru�o ?X 760o y L� ❑ : c�'l7-�/'2lo-I(�G � - - aa.� '7GI11� �NL� SLr �! C�L �Ln C�G �� /�o/� 00 �So9 %)7„r�i.s �►" Fr. t�o�/�, TX ��ii7 � � 8 i7- d3� - 8880 8r7 83l- 8��' L, g �YGiHs�orTli%/ov� ��rc�at�d�SToM� / .3��f �= p o. �ax io�d � i /r�l(c r� TX 7� 2�f � � 8/ 7-33 7- �8 � g/7-337� 68� � roS /«� CoH tv0 / fy1�,.� �iRoSi o vi G� //S ofl S�vv�'�� S n � S/O� � %�o/ad0 p�w y ,�,�,tt s �oTX ?S G7a ❑ � M�/r, na�y os a 7 y�� -8�6" �;y Gs�S- //8 `f ke�. sisa�iz Foxr� A�ACHMEIVT 1A Page 2 oi 4 Pnmes are requiced to identify ALL subconiractorslsuppliers, regardiess of status; i.e., Mirority and non-MBEs. MBE nrms are to be listed �rst, use additionaf sheets if rtecessary. lf a subconiractor/suppEier is iclentFBed as an SBE, piease attach a �opy of the firm's SBE certification if they have nat pceviousty registered with the Ci�Ey's MM/BE O�c�, which may be contacted for verification. Please note that onl certified MBEs will be counted to meet an 14�BE qoal. Attach N NCIRCA Certifieate ' ° SUSCONTRACTOR1St1PPL1ER T n Detail Detail Company Piame i �unconirac�ing Suppiies Dollar Amount Address e M w S M Work Purchased TeiephonefFax r B g B 8 E E E E � � /V pYt�l �tXG-S �y�►oMu�l�rN� C✓OS�on /1'��r i3� � yz °� �Scrofczs L�L �-/fY��o /!fµlt �j �38�.s s,��r�y, � ❑ � `/tis /Lt � 7Gos � y�o-�35- 93�3 8� �_ ��- i�y7 �ara b�� SPui�lrzS�LnG L��rcriica � � ys0 � / p. 0./3o,r33sy�y � (�r�„d Rarrr�c /X 75�� ❑ L� 9,2-�y�- �3��f � f��EQ�v1 %S ��'.u�riS�Sl CF.+'�Gv�y� L�raw15 9 S� G 27 3a 70o IH3s Soµrl� � N !%l�icos Tj� 7$(0%( Q � � S/ � -3 9G- �37( L_i �!2- �7- sGs� I Gsl fiytiway ,�,��,M 2�,� � S� � �3�/ '� O WtSt �iNTti. rttH �c� '.f/NtG{��N.S, IX. �SIT/ ' y��- ��s-�� ❑ ❑ y��- a�.s-�� /� rN 5� o l H G ��1►�o�c r N� S!'r�/ ��j /�% � � p o Q ox s��o87 � Du l��s, %X J.s 3S� ❑ ❑ �� -,35�- yov/ ��- 37y_ 03�/ L�ioisl` Novf(� ��rrcq / h o C �ttiYtrCai �.r v� Z � (�l Nt Yi �� V � 3 �oo NH�tK Str7 /0 7 Fr. wo�fk ix G � � Si7 -73�-8/G�f $i7- 3o2-S/96 Re�. s�sa�lz _ .� Foxr� ATFACHMENTIA Page 2 oi 4 Peimes are required to identify ALL subconiractorslsuppiiers, regardless of status; i.e., i�Iinority and nort>MBEs. �V1gE nrms are fo be Ilsted nrst, use additional sheets if necessary_ If a subeontractor/supplier is identinec� as an SBE, please a�2ch a copy ofi the firm's SBE cer�ification if they have nat previously registered with the Cify's MIWBE O�ce, which may be coniacted fflr verification. Please note thaf onl cerEified MBEs will be counted to meet an iv16E oal. Attach N NCTRCA Certificate ° SUSCONTRACTOWSUPFLIER T n Detail Detail Company Piame i SuDcontrac�ing Supplies �}oilar Amaunt Address e N► W S M Wortt Purchased 'FeEephonefFax ! B B B 8 E E E E f ( /1�ynol s S�O � t d- Rs�O�li�r ��,� � 7.30 �° coasTvuc>�e� �aw/aK � o' � T 37O ' ❑ Q ��/�ss � �G 63 9 /7- a-G7- 3� 3/ ��_ �.G%_�o�2 /IJ�r,-o p1,c� P�,u�+.�.f ll�rk y �H+�µ � J, 3� �— /303 � 1 ma� �� S tr +�0 ``.t q `/ ra �.a� �ra � r; � !X •�QSO a ❑ y72-399-3� o 0 97� - si3- ooSy � 2,�Ir�� /i1lir��.ls 2 G� �, �27 33 p o. Qox ��2a 2ou ho lf'L �%X 76 2G 7 � � � �7-�30-8� 2 �� 9�- ��y f�LvJ a s o r�. ��rti, �u.,� !-.kwzr 7G 1`8�' ° a�s o.sa,.f� �'�� 2�1. f c,WL � k�.s, TX �Gos� ❑ Q 8/7-�G7-3yoo g/7- �G7- 39�� lJ��i� ri�� ra,nw9r ��,��c� .Sh�rS � ? 8�3 �fS �0. QoX� �� 7.5�2 u i�Lr.S u r � � !� ❑ ❑ 97� -78`�'GGG 7 q7.2 -78�- 7� d3 ❑ ❑ r�eu. ��sari2 � � FQRT��RTH � � � � � u � u � � � ATTACHMENTIA Page 4 of 4 z� ��_ Total Dolfar Amount of iV18E SubcontractorslSuppliers � 1�-� �� a o� s � Total Doiiar �?mount a� �€ora-�1nBE 5ubconiractorsfSuppiiers � L� � I ` 1'.�.' 1`rtL C1LtLLAK J�.�YlLdL1t�l; J� JdL� jlJ�I.:JN ! tK%CL ➢ VPS.��./J�i"v�l�K : I� % Q�/ ��/ '3� � i Tha �cntractor a�ill r<ct ma �2 adc�ii�cns, celeti�ns, a; sub�.ituti�� s to this �er��ied list wit;n�ut f�e p� iar app� oval ai the fYiinori'ry anci Women Business Enterprise Ofi�ce ihrough ihe su�mi�ial of a�eguest for ,4p,orovaf ot C�angelAddition farm: A.ny unjustifed changE or deieiion sha[I bQ a ma�eriaf breach or" contract and may result in debarmen� in accorcf witIi the procedures autfined in �he ordtnance. Tne contracior shall submit a detaileci expfanatior of how �he requested changelad�ition ar deletion wili affect th� commiited N13E gaaL Ifthe detail explana2ion is not submiftEd; if will a�fect the rfn21 compliance de�e�rninaticn. _ By affixing a signature ta ihis forrn, the Offeror further agrees to provide, directfy to the Ci€y upon reques�, camp(e#e artd accurate infarmai�on regarding ac�ual work performed by a[i subcontractor�; inciuding h�1BE(sl arrd any speeiai arrangemenis with MB�s. Ti�e Offcror alsa agre�s ta ail�w an �udit andlor ex�mination of any bGoks, records ar,d �iles h�ld by t�Eir campany. T;�c biddEr agrees to a[low �he transmission oi- interviews w+�h owners, principals, offc�rs, emplcyees and applicable SllDCORI±�CLOfStSUDP1l8fS participatina an the cantraci �hat wili substaniiaie the actual �rrark pErformed by the MBE(s} on this con�ract, by an authorized ai��cer or em�loye� of the Ci'ry. Any intertianai andlor kncwing misrepres2n�ation oi facis �x,rill be ground� `or terminating th� eontract or debarment from Cifiy war€� for a periad af not less thar three (3) years and for initiatirg acticn under Fede�al, �t�te or LocG[ laws e;,�czr�irg fa^IS^c Siat2fi12C1tS. ARy f3tIU�@ LO COl7t�31y WI�i1�hl� E?CC11Clcf]C8 CiE:atGS 2 rTl�i@f12I �iEcC�t Q� �ilE C�I1�TaC� aild E'Tlay f2SUft Ifl 8 CIEt@ i ElllatlOtl OT aR I�C2S�30RS[7i� 4fferar Gnd d2barment frQm �Grticinat��g in City °�or�C for a periad o; �imE nof {ess than one (1) year. r� :%��i' -`.�--� A " d Sigtta#ure Tiae ��v G � I'� Company ;�arrte /� O 13ox lS3Dc�(o Address ��Gr/it/ ��%�N �rinted Signature In/ � l l �� Coni2c2 Name/Titie (if dlifier2nY) �� -�G3- � �� 7 ��.-��-� Telephone andlor Fa: ��l �1��C).dt/aG Ti N u. C of�'1 E-mai] Address � ��tid %�x s �s"��S = 3D8� City/Statel � /p - 23 -1 Qats Rev. 5I3QI12 � FURT W4RTH City of Fort Worth Prime Contractor Waiver Form ATTACHMENT 16 Page 1 of 1 PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: M/W/DBE NON-M/M/DBE Lebow Channel Road Crossing Replacement at Dewey Street B�D DATE City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER 11 0�0 0�0 00778 If both answers to this form are YES, do not complete ATfACHMENT 1 C(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 1 C. This form is only applicable if b4ih answers are yes. Failure to complete this form in its entirety and be received by the Manaqinq Department on or before 5:00 p.m., five (5) Citv business days after bid openinq, exclusive of the bid opening date, will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES 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. NO The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(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 MBEs 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 City/State2ip Printed Signature Contact Name (if different) Phone Number Fax Number Email Address Date Rev. 5/30/12 s= _ .. , . . ..... . . . _.. . . . . . _. __ . ._ , ,. _ _ , . . . ATTACHMENT 1C Page 1 of 3 F�R� WORTH City of Fort Worth �111BE Good Faith Effort Form PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: MNV/DBE NON-M/NUDBE Lebow Channel Road Crossing Replacement at Dewey Street g�D DATE City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER 11 0�0 o�a 00778 If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. If the Offeror's method of compliance with the MBE goal is based upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and it being submitted to 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 for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev. 5/30/12 ATTACHMENT 1C Page 2 of 3 2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's M/WBE Office or the City's website. Yes Date of Listing No 3.) Did you solicit bids from MBE 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 MBE mail listing to include name of firtn and address and a dated copy of letter mailed.) �No 4.) Did you solicit bids from MBE 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 MBE firtn, ea rson contacted, phone number and date and time of contact) No 5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? �Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed direcUy from the facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confrmation" documentation may render the GFE non-responsive.) _a No 6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? _QYes (If yes, attach email confrmation to include name of MBE firtn, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the GFE non- responsive.) _�No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev. 5/30/12 ATTACHMENT 1C Page 3 of 3 9. Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? YeS (If yes, attach all copies of quotations.) No 10. Was the contact information on any of the listings not valid? Y@S (If yes, attach the information that was not valid in order for the M/WBE O�ce to address the corrections needed.) �No 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. Please use additiona! sheets, if necessa , and athach. Com an Name Tele hone Contact Person Sco e of Work Reason for Re'ection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. The Offeror 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 Offeror 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 shall create a material breach of Rev. 5/30112 ATTACHMENT 1C Page 4 of 3 contract and may result in a determination of an irresponsible offeror and debarment 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 MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1 C 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 Ad d ress City/State/Zip Printed Signature Contact Name and Title (if different) Phone Number Fax Number Email Address Date Rev. 5/30/12 Joint Venture Page 1 of 3 F�RT WORTH � CITY OF FORT WORTH MBE Joint Venture Eli�ibility Form ,�1l1 yuestions must be answered; use "N/A"iJnot applicable 1�1ame of City project' Lebow Channel Road Crossing Replacement at Dewey Street A joint venture form must be completed on each project RFP/Bid/Purchasing Number: 1 _ .Ioint venture information: Joint Venture Name: Joint Venture Address: (ljaPplicable) Telephone: Facsimile: E-mail address: Cellular: [dentify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the �oint venture MBE firm �'on-MBE firm name• name• Business Address: Business Address: City, State, Zip: Ciry, State, Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellulaz 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 MBE: Describe the sco e of work of the non-MBE: Rev. 5/30/12 Joint Venture Page 2 of 3 3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? -t. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do „ot coraplere tf thrs rnformation is described in joint venture agreement� Profit 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 field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE 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 M/WBE 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 BDE Ordinance. Rev. 5/30/12 Joint Venture Pa e3of3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and conect 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 necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specitied 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 venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misre resentation of facts. Name of MBE firm Name of non-MBE firm Printed Name oY Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owc�er Title Title Date Date Nota riza tion State of On this County of 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 _ (sea[) Rev. 5l30/12 FORT WORTH city of Fort wortn Small Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a SBE subcontracting goal may be aaplicable. If the total dollar value of the contract is $50,000 less than a SBE subcontractinq qoal is not appli POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Small Business Enterprises (SBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. SBE PROJECT GOALS The City's SBE goal on this p�ojeCt is O % of the total bid (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where an SBE subcontracting goal is applied, bidders are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by either of the following: 1. Meet or exceed the above stated SBE goal through SBE subcontracting participation, or 2. Meet or exceed the above stated SBE goal through SBE Joint Venture participation, or; 3. Good Faith Effort documentation, or; . 4. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. Tfie Offeror shaU defiver the SBE documentation in person to the appropriate employee of the managing department and obtain a date/time receipt Such receipt shall be evidence that the City received the;dacumentatiorr in the time allocated. A faxed copy wifl not be acceptecf; 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid met or exceeded: openin date, exclusive of the bid o enin date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated oal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no SBE artici ation: openin date, exclusive of the bid openin date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontractin /sup lier work: openin date, exclusive of the bid o enin date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed oal. openin date, exclusive of the bid openin date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the MM/BE Office at (817} 212-2674. Rev. 5/3 0/ 12 -� _ _ ATTACHMENTIA Page 1 of 4 FORT WORTH City of Fort Worth SBE Subcontractors/Suppliers Utilization Form PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: S/DBE NON-S/DBE Lebow Channel Road Crossing Replacement at Dewey Street BID DATE City's SBE Project Goal: Prime's SBE Project Commitment: PROJECT NUMBER 0 °�o ��0 00778 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested 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. The undersigned Offeror agrees to enter into a formal agreement with the SBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications SBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 15t tier, a payment by a subcontractor to its supplier is considered 2"d tier ALL SBEs MUST BE CERTIFIED PRIOR TO CONTRACT AWARD. Small Business Enterprise (SBE) is defined as a business concern located in the marketplace that meets the Unites States Small Business Administration definition of a small business as outlined in the code of Federal Regulation 13 CFR 121. Firms certified as a Disadvantaged Business Enterprise (DBE) also meet small business enterprise requirements. Additionally, the City will accept firms certified as SBEs by Federal agencies or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. The City, at its discretion may elect to not accept a SBE certification and/or its assertion that it meets all certification requirements; If it is determined to be in the best interest of the City. Further, the City reserves the right to request SBEs, seeking to do business with the City, allow an audit and/or examination of any books, records and files held by the SBE that will substantiate its SBE certification. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating any active contracts and/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. If hauling services are utilized, the prime will be given credit as long as the SBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The SBE may lease trucks from another SBE firm, including SBE owner-operators, and receive full SBE credit. The SBE may lease trucks from non-SBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the SBE as outlined in the lease agreement. Rev. 5/30/12 ATTACHMENT1A Page 2 of 4 FoKr WoxTH � Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., SBEs and non-SBEs. SBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as a SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office. The M/WBE Office ma be contacted for verification. N NCTRCA OTHER o SUBCONTRACTOR/SUPPLIER T " Detail Detail Company Name I Subcontracting Supplies Address E MpBE e Attach SBE S Work Purchased Dollar Amount Telephone/Fax certified Certification B E � � � � � � � � � � � � Rev. 5/30/12 ATTACHMENT 1A FoKr �i�'ORTH Page 3 of 4 �— Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., SBEs and non-SBEs. SBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office. The M/WBE Office ma be contacted for verification. N NCTRCA OTHER o SUBCONTRACTOR/SUPPLIER T � Detail Detail Company Name i Subcontracting Supplies Must be Dollar Amount Address e DBE Attach SBE S Work Purchased TelephonelFax � Certification e certified E � � � � � � � � � � � � Rev. 5/30/12 FO RT� ATTACHMENTIA Page 4 of 4 Total Dollar Amount of SBE Subcontractors/Suppliers $ Total Dollar Amount of Non-SBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS � The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o ChangelAddition form. 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 ordinance. The Contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed SBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including SBE(s) and any special arrangements with SBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the SBE(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 rtie Company Name Address City/SWte/Zip Printed Signature Contact Name/Title (if different) Telephone and/or Fax E-mail Address Date Rev. 5/30/12 FOPT W�RTH _.__��.._.� City of Fort Worth SBE Prime Contractor Waiver Form ATTACHMENT1B Page 1 of 1 PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: S/DBE NON-S/DBE Lebow Channel Road Crossing Replacement at Dewey Street g�D DATE City's SBE Project Goal: Prime's SBE Project Commitrnent: PROJECT NUMBER p o�o o�0 00778 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 1 C. This form is only applicable if h� answers are yes. Failure to complete this form in its entirety and be received by the Mana4inq Department on or before ' 5:00 p.m., five (5) Citv business days after bid openinq, exclusive of the bid opening date, will result in the ' bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this NO project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? YES 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. NO The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including SBE(s) on this contract, the payment therefore and any proposed changes to the original SBE(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 SBEs 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 and 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 City/State/Zip Printed Signature Contact Name (if different) Phone Number Fax Number Email Address Date Rev. 5/30/12 rr . . , . , ATTACHMENT 1C Page 1 of 4 FORT WORTH �r--� City of Fort worth SBE Good Faith Effort Form PRIME COMPANY NAME: Check applicable block to describe prime PROJECT NAME: S/DBE NON-S/DBE Lebow Channel Road Crossing Replacement at Dewey Street BID DATE City's SBE Project Goal: Prime's SBE Project Commitrnent= PROJECT NUMBER � % % ��7%8 If you have failed to secure SBE participation and you have subcontracting and/or supplier opportunities or if your SBE participation is less than the City's project goal, you must complete this form. If the Offeror's method of compliance with the SBE goal is based upon demonstration of a "good faith effort", the offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 10 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. 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 for the completion of this project, regardless of whethe� it is to be provided by a SBE or non-SBE. (DO NOT LIST NAMES OF FIRMS On Combined Projects, list each subcontracting and or supplier opportunity through the 2" tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev. 5/30/12 ATTACHMENT 1C Page 2 of 4 2.} Obtain a current (not more than two (2) months old from the bid open date) list of SBE subcontractors and/or suppliers from the City's M/WBE Office or the City's website. Yes Date of Listing / / No 3.) Did you solicit bids from SBE 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 SBE mail listing to include name of firtn and address and a dated copy of letter mailed.) �No 4.) Did you solicit bids from SBE 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 SBE firm, ep rson contacted, phone number and date and time of contact) �No 5.) Did you solicit bids from SBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are opened? _�Yes (If yes, attach list to include name of SBE firm, fax number and date and time of contact In addition, if the fax is returned as undeliverable, then that "undeliverable confirmation" received must be printed direcUy from the facsimile for proper documentation. Failure to submit confirtnation and/or "undeliverable confirmation" documentation may render the GFE non-responsive.) � No 6.) Did you solicit bids from SBE �rms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? �Yes (If yes, attach email confirmation to include name of SBE firm, date and time. In addition, if an email is returned as undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper documentation. Failure to submit confirtnation and/or "undeliverable message" documentation may render the GFE non- responsive.) �_No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods or that at least one successful contact was made using one of the four methods in order to be deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire SBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7. id you provide plans and specifications to potential SBEs? � Yes �No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the SBEs? Yes No Rev. 5/30/12 ATTACHMENT 1C Page 3 of 4 9. Did you prepare a quotation for the SBEs to bid on goods/services specific to their skill set? Yes (If yes, attach all copies of quotations.) No 1�Was the contact information on any of the listings not valid? YeS (If yes, attach the information that was not valid in order for the M/WBE Office to address the corrections needed.) ❑ No 11.)Submit documentation if SBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the SBE was rejected and any supporting documentation the offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the offeror will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. Please use additional sheets, if necessa , and attach. Com an Name Tele hone Contact Person Sco e of Work Reason for Re'ection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain SBE participation on this project. The Offeror 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 Offeror 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. Rev. 5/30/12 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the SBE(s) listed was/were contacted in good faith. It is understood that any SBE(s) listed in Attachment 1 C will be contacted and the reasons for not using them will be verified by the City's M/WBE Office. Authorized Signature Title Printed Signature Contact Name and Title (if different) Company Name Phone Number Fax Number Address City/State/Zip Email Address Date Rev. 5/30/12 Joint Venture Page 1 of 3 FORT WORTH ; �— CITY OF FORT WORTH SBE Joint Venture Eligibility Form ,4l! yuestions must be answered; use "NA" if not app[ica6le Name of City project• Lebow Channel Road Crossing Replacement at Dewey Street A jomt venture form must be completed on each project RFP/Bid/Purchasing Number: _ 1. Joint venture information: Joint Venture Name: Joint Venture Address: (/f applica6le) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is requiied to prDvide detailed explanations of work to be performed by each firm comprising the 'oint venture SBE firm Non-SBE tirm name• name• Business Address: Business Address: Ciry, State, Zip: City, State, Zip: Telephone Facsimile E-mail Telephone Facsimile Ccllular 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 SBE: Describe the sco e of work of the non-SBE: Rev. 5/30/12 Joint Venture Page 2 of 3 3. What is the percentage of SBE participation on this joint venture that you wish to be counted toward meeting the project goal? �. Attach a copy of the joint venture agreement. 5. List eomponents of ownership of joint venture: (Do not complete if tl:is injormutron is described rn joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name 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 field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the SBE 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 M/WBE 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 BDE Ordinance. Rev. 5/30l12 Joint Venture Pa e3of3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and eYplain 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 necessary 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 venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misre resentation of facts. Name of SBE tirm Name oY non-SBE firm ^' Printed Name ot (hvner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Tide Title Date Date Notarization State of On this County of 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 _ (senl) Rev. 5/30l12 �C-b.07 �Vag� ilates �'�IIS �'AG� LEF� INT�NTIONALLY BLANK CITY OF FORT WORTH Lebow Chnnne! Roadway Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Srreer Revised July l, 201 I Ciry Project No. 00778 +City of Fort 1North, Texas iVla�or and �aunc�i C�mmunica�ion COUNCIL ACTIDN: Approved on 7!8/2008 DATE: Tuescfay, July 08, 2008 - LOG NAME: 30WAGE RATES REFERENCE NO.: �""G-16190 SUBJECT: Acfopt 2008 Prevailing Wage Rafes for Cify-Awarded Public-Works Projects RECOMMENDATION: It is rscommended 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 public works shall determine the gene�al prevailing rate of per diem wages for each craft or type of worker needed fo execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in that locality. Each year The Quoin Chapter of the Associated General Contractors, in conjuncfion with the Association of Builders and Cantractors (ABC) and the American Sub-Contractors Assaciation (ASA}, conducts a wage rate survey for No�th Texas construetian. The attached 2008 Prevailing Wage Rate data was compiled from that survey. FtSCAL INFORMATION/CERTIFtCAT10N: The Finance Director certifies that this action will have no material effect on City funds. TO FundlAccount/Centers FROM FundlAccountlCent�r� Sub i ed for Cit,y Manac�er`s �ffice b� Femando Costa (8476) Originating Department Nead: A. Douglas Rademaker (6157) Additional Information Coniact: Eric Bundy (7598} HEAVY & HIGHWAY C�NSTRUCTION PREVAILING WAGE RA.TES 2008 Air Too! Operator Asphalt Distributor Operator Asphalt Paving Machine Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Broom or Sweeper Operator Buildozer Operator Carpenter Concrete Finisher, Paving Concrete Finisher, Structures Concrete Paving Curbing Machine Operator Concrete Paving Finishing Machine Operator Concrete Paving Joint Sealer Operator Concrete paving Saw Operator Concrete Paving Spreader Operator Concrete Rubber Crane, Clamshell, Backhoe, Derrick, Dragline, Shove3 E Electrician Fiagger Form BuiIder/Setter, Structures Form Setter, Paving & Curb Foundation Drill Operator, Crawler Mounted Foundation Drill Operator, Truck MoUnted Front End Loader Operator Laborer, Common Laborer, Utility Mechanic Miltin� Machine Operator, Fine Grade Motor Grader Operator, Fine Grade Motor Grader Operator, Rough Oiler Painter, Structures Pavement Marking Machine Operator Pipelayer Reinforcing Steel Setter, Paving Reinforcing Steel Setter, Structure Roller Operator, Pneumatic, Self-PropeIled Roller Operator, Steel Wheei, Flat WheeU1"amping RolIer Operator, Steel Wheel, Plant Mix Pavement Scraper Operator Servicer Slip Porm Machine Operator Spreader Box Operator Tractor dperator, Crawler Type Tractor Operator, Pneumatic Traveling Mixer Operator Truck Driver, Lowbay-Float Truck Driver, Single Axle, Heavy Truck Driver, Single Axle, Light Truck Driver, Tandem Axle, Semi-Trailer Truck Driver, Transit-Mix Wagon Dri11, Boring Machine, Post Hole Driller � Welder Work Zone Barricade Servicer � I 0.06 � l 3.99 $12.78 $I1.01 $ 8.84 $14.15 $ 9.88 $13.22 $12.80 $12.85 $13.27 �12.Od $13.b3 $12.50 $13.56 $14.50 $10.61 $14.i2 $18.12 � 3.43 $I 1.b3 $I1.83 $13.67 $16.30 $12.62 $ 9.18 $10.b5 $16.97 $11.83 $ t 1.58 $ I 5.20 $14.SQ � 14.98 �13.17 $10.04 $II.04 $14.86 $ i b.29 $11.07 $10.92 $] 1.28 $1 I .42 � 1232 $12.33 $ l 0.92 $12.60 $12.91 �11.47 $ I 0.91 $11.'75 $12.08 $14.00 $13.57 $10.09 �C-6.09 Permits and Utilities 'THIS PAGE LEF'�' INTENTIONALLY BLANK CITY OF FORT WORTH Lebow Channel Roachvay Crossing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Replacement at Dewey Street Rzvised July 1, 2011 Crry Project No. 00778 APPLiCAT(ON FOR FLOODPLAIN DEVELOPMENT PERMIT Name of Owner or ApplicartL• Ctty of Fort Worth - Stormwater r�'rchard Shaffe�, d�E (Project i4(gr.) oate: June 29, 2012 Telephone No. 817.332.fi821 Address of Owner 1 t300 7tt�ockmorton St, Fort Worth, TX 76102 I Nearest Stream Lebow Channel (WF-4) Location of Permit Area (Address or Legal 0escription) W.A. Archer AddiTion, B4k 41 (approx.) 1420 Dewey Strest (approx.) PURPOSE OF REQUEST: ❑ Filing � I_� Dredging or Mining PLEASE TYPE Permit No. F� - ! 2 -oScy - r� Qffice Use Onry ❑ Approved � Approved VVith ❑ Denied" Conditions' Date In: M 2� Processed By Approved By: ❑ Utiliiy Construdion r � Building Permii �Gradin�% �� Pavin� u Dnlling Operations ❑ dther BRIEF DESCRIPTION OF PROPOSAL (Attach separate sheet it needed) w Evaluated inierim conditions (does not account for fuit Lebow YVatershed improvement plan) � FFS Hydrology > Reptace existing struciure with new bridge; downstream channet grading; remove d!s constrictions > Please see at#ached narrative and dacuments COMPLETE APPLICABI.E QUESTfONS: 1. Tota� drainage area of watercourse 3 AC. 4APPROXI acres. 3. Has site previously flooded? ❑ Yes �' No _, 5_ !s safe access availabie during times of flood? _; Yes 6. Is the proposal within the designated floodway. ❑ Yes � � No 2.Regulatory flood etev. 565ft (2010 FIS? � Not available. 4. Is site subjed to flooding? ❑ Yes U No LJ No u Unknowrt �.�Unknown 7. Ha�e all necessary prior approval pertnits been obtained from federal, state or loql govemmental agencyes. r None Requi �-� � Yes I_; No (If no, explain; 'rf yes, provide copies of approvat letters ar permits.} [USACE i�WP 14; below threshotd Iirr�itsl ATTACH THE FOLLOWING IF APPLICABLE: 1. Two (2} sets scale drawings showi�g bcation, dimensions, elevations of existing and proposed topographic afterations, exisiing and proposeci strudures, location relative ta floodpla'rn area. 2. Extent to which watercourse or naturat drainage wi11 be aRered or relocated. 3. Supporting hydraWic calculations, reports, etG, used as a basis for proposed improvements. 4. Lowest ftoor elevation (induding basement) of alf propased sWcfures. 5. Elevatian to which arry non-residentia+ siructure shalt be flood proofecf. 6. Certification by registe�d professional engineer or archited that flood proofing criterra are met as set forth in Sec6on 7-3d7, Sub-Sectian b. Ordlnanoe No. 11998. DUR}NG TFiE OCCt1RREMCE OF A 100-YEAR FREQUENCY FLOOD WI�L THE PFtt?PdSAL: 1. Reduce capacity of channelslfloodwaysiwatercourse in floodplain area? 2. Measurabiy increase flaod flows/heightsldamaqe on off-site properties? 3. individ�aAy or combined with ather existir�g or anticipated deve{opment e�ose adjacent orop��ties to adverse flood �ffects? 4. fncrease veloci�esfvolumes of fload waters sufficiently to create significa�t erosion af floodp{ain soiis on subject praperty or adjacent property upstream/clawnstream? �. Encroach an flaodway causing ir3crease i� fl�d levels? 6. Provide campensatory storage for any measurable loss of flood storaqe capacity? {nfo. Not Yss No Availabte X x � � X i�tA FLO�DPLAIN DEVELQPMENT PERMIT The City of Fort Worth's Floodplain Permit Program is authorized by Section 7-318 of City Ordinance No. 11998, adopted June 13, 1995. This permit is required for all devefopment taking ptace within the area of the 100-year floodplain (special flood hazard areasj as shown on the current Ftood Insurance Rate Maps and Flood Boundary-Floodway Maps, published by the Federal Emergency Management Agency (FEMA). These maps are available for public inspection in the Engineenng Department, Municipal Building, 1000 Throckmorton Street. Failure to obtain a Floodplain Development Permit or violating other provisions of Ciiy Ordinance No. 1199$ or the conditions described within the permit constitutes a misdemeanor and upon conviction, a person, firm, ar carporation could be fined up to one thousand dollars ($1,000) a day for each day that the violation occurs. I understand thaf the conditions which may be stated for permit approval or tfie provisions of City Ordirtance No. 11998 may be superseded by other provisions of City code or policies. I furtf�er understand that this Floodplain Development Permit dces not constitute final approval until afl development requirements placed on the property have been met. These requirements include, but are not limited to, City construction p(an approval, platting and community facilities agreements_ This p�oposal shal( be subjeet to any change in floodplain development policy at the actual time of development_ Appfication is hereby made for a permit to authorize the activities described herein. I hereby certify fhat I am familiar with the information contained on this application and to the best of my knowledge such information is true and accurate. I further certify that I possess the authority to undertake the proposed activity. I understand that if my application is denied, I have sixty (60} days from the date of such denial to appeat the adverse action to the City Plan Commission. f i Signature of Applicant or Authorized Agent OFFICE USE ONLY FLOODPLAlN AREA DEFlNED BY: �YFEMA ❑ COE ❑ FLOOD STUDIES ❑ HIGH WATER MARKS �� OTHER FEMA INS. ZONE G FEMA MAP NO. �t �,�- 3 ,�i FLOOD ELEV. �.olv GROUND ELEV. FLOOD PLAtN STUDY PLATE NO. � FLOOD ELEV. CONDITEONS FOR APPROVAL' OR REASONS FOft DENiAL" LCW11L c� C�a.,.�• ' Z ��f•� � �r��.5:✓\ (:�c�� [ cl c-.��-C� � U,'1�j�Y�✓C1'i,,`A't . �C-6.24 �ondiscrimination T�IIS i'AGE LEFT INiENTIONALLY BLANK CfI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, ZOl l Lebow Channel Roadway Crossing Replacement at Dewey Street City Project No. 00778 ��-Ol b0 00 �'roduct Requirements T�IIS �AGE LEFi INT�NT�ONALLY �LANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July l, 2011 Lebow C{:annel Roadway Crossing Repincement at Dewey Streer City Project No. 00773 CITY APPROVED METHOD AND APPROVED PRODUCT FOR ",*"` AND **'` *CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED Standard Spec No. Size E1-31 4" through 36" E1-25 4" through 15" Ei-27 4" through 15" E1-28 18" through 48" E100-2 18" through 48" Consult with "City of Fort Worth, Texas Standard Product LisY' to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. Failure to provide the information required above may result in rejection of bid as non- responsive. Only products listed above will be allowed for use in this project. Any substitutions shall result in rejection of bid as non-responsive. American �XCE'.ISiOt' Co m pany � �� Earth Science Divisian Proud Participant in NTPEP and Proud Ylember of ��`��-. ' �C'%e .�,,j '; ..� �� 1 ECA . MEMbER'�. I:,�,.. ,. , �a� Curlex� III FibreNet� EROSION COl�iTROL BLANKET SPECIFICATION PART I - GENERAL 1.01 Summary A. The erosion control blanket contains excelsior wood fiber for the purpose of erosion control and revegetation as described herein. B. This work shall consist of furnishing and installing the erosion control blanket; including fine grading, blanketing, stapling, and miscellaneous related work, in accordance with these standard specifications and at the locations identified on drawings or designated by the owner's representative. This work shall include all necessary materials, labor, supervision, and equipment for installation of a complete system. C. All work of this section shall be performed in accordance with the conditions and requirements of the contract documents. D. The erosion control blanket shall be used to prevent surface erosion and enhance revegetation. Based on a project-by-project engineering analysis, the blanket shall be suitable for the following applications: 1. Slope protection 2. Channel and ditch linings 3. Reservoir embankments and spillways 4. Culvert inlets and outfalls 5. Dikes, levees, and riverbanks 1.02 Performance Requirements A. Erosion control blanket shall provide a temporary, biodegradable cover material to reduce slope and/or channel erosion and enhance revegetation. Erosion control blanket performance capabilities shall be determined by ASTM D 6459, "Determination of Erosion Control Blanket (ECB) Performance in Protecting Hillslopes from Rainfall-Induced Erosion", and ASTM D 6460, "Determination of Erosion Control Blanket (ECB) Performance in Protecting Earthen Channels from Stormwater-Induced Erosion." �tnDE in THE U.S.A 1 850 Avenue H East � Arlington, Texas 76011 Phone 1-800-777-SOIL s Fax 817-385-3585 •�n.yW.Curlex.com W1011R0412 B. Blanket performance requirements: - C factor: .022 Shear Stress: 3.0 lb/ftZ (144 Pa) Velocity: 10.5 ftlsec (3.2 m/sec) Functional Longevity*: < 36 months *Functional Longevity varies from region to region because of differences in ciimatic conditions. 1.03 Submittals A. Submittals for approval shall include complete design data, Product Data Sheets, Product Netting Information, MSDS, Staple Pattern Guides, Installation Guidelines, Manufacturing Material Specifications, Manufacturing Certifications, CAD details, and a Manufacturing Quality Control Program. In addition, the Manufacturer shall provide reference installations similar in size and scope to that specified for the project. 1.04 Delivery, Storage, and Handling A. Erosion control blanket shall be furnished in rolls and wrapped with suitable material to protect against moisture intrusion and extended ultraviolet exposure prior to placement. Each roll shall be - labeled with a date code identification, which allows for sufficient tracking of the product back to date of manufacturing and for quality control purposes. B. Erosion control blanket shall be of consistent thickness with fibers distributed evenly over the entire area of the blanket. C. Erosion control blanket shall be free of defects and voids that would interfere with proper installation or impair performance. D. Erosion control blanket shall be stored by the Contractor in a manner that protects them from damage by construction activities. PART II - PRODUCTS 2.01 Erosion Control Blanket A. Erosion control blanket shall be Curlex III FibreNet, as manufactured by American Excelsior Company, Arlington, TX (1-866-9FIBERS). B. Curlex III FibreNet erosion control blanket (ECB) consists of a specific cut of seed free Great Lakes Aspen curled wood exceisior with 80% of the fiber >_ 6 inches in length. Product is 100% biodegradable. It is of consistent thickness with fibers evenly distributed throughout the entire area of the blanket. The top and bottom of each blanket is covered with biodegradable Jute netting. Curlex III FibreNet is also available as QuickGRASS° (Dyed Green). ECB shall be Manufactured in the U.S.A. ..... Ml,BE IN �%�� 850 Avenue H East � Arlington, Texas 76011 rHeus.� Phone 1-800-777-SOIL � Fax 817-385-3585 • www.Curlex.com 2 W1011R0412 C. Erosion control blanket shall have the following material characteristics: Width 4.Oft(1.2m) 8.Oft(2.4m Len h 135.0 ft 41.1 m 67.5 ft(20.6 m) Area 60.0 d'` 50.2 mz 60.0 dz 50.2 mZ) Weiaht* 75.0 Ib 34.1 k 75.0 lb 34.1 kQ Fiber Count �12,000 per yd'` �12,000 per yd'` (�14,400 er m�) (�14,400 er m� Fiber Len th 80% min. _>6.0 in >_15.2 cm >_6.0 in >_15.2 cm Mass per Unit Area 1.25 lb/yd2 125 Ib/yd2 t 10% (0.68 k.P,,/mZ) (0.68 kg/m'`) TM Net FibreNet = 0.50 in x 0.50 in � 0.50 in x 0.50 in Openings (Jute) (12.7 mm x 12.7 mm) (12.7 mm x 12.7 mm) TYPICAL INDEX VALUES** Index Pro er '�'iic ess Light Penetration Mass per Unit Area MD-Tensile Strength Max. TD-Tensile Strength Max. MD-Elongation TD-Elongation Water Absorption Bench-Scale Rain Splash Bench-Scale Rain Splash Bench-Scale Rain Splash Bench-Scale Shear Germination Improvement Test Method A�"C�i � a5�5 ASTM D 6567 ASTM D 6475 AST'M D 6818 ASTM D 6818 ASTM D 6818 ASTM D 6818 ASTM D 1117/ECTC ECTC Method 2 ECTC Method 2 ECTC Method 2 ECTC Method 3 ECTC Method 4 Value .(T�4�in (10.9 mm} 14.8% 1.091b/yd'` (595�/ m') 226.8 Ib/ft (3.32 kN/m) 183.6 Ib/ft (2.69 kN/m) 10.5% 15.9% 198% SLR = 11.29 2 in/hr SLR = 19.19 4 in/hr SLR = 32,z 61 6 in/hr 3.46 lb/ft @ .5" soil loss 390% * Weight is based on a dry fiber weight basis at time of manufacture. Baseline moisture content of Great Lakes Aspen excelsior is 22%. ** SLR is the Soil Loss Ratio, as reported by NTPEP/AASHTO. Bench-scale index values should not be used for design purposes. 2.02 Staples A. Staples shall be 100% biodegradable with a U-shaped top. Staples shall be a minimum 4" biodegradable E-Staple�, as provided by American Excelsior Company, for cohesive soils and 6" biodegradable E-Staple�, as provided by American Excelsior Company, for non-cohesive soils. PART III - EXECUTION 3.01 Blanket Supplier Representation 3 A. Contractor shall coordinate with the blanket supplier for a qualified representative to be present at the job site on the start of installation to provide technical assistance as needed. Contractor shall remain solely responsible for the quality of installation. MADE IN +��Gi/(/Y" TNE U.SR 850 Avenue H East s Arlington, Texas 76011 Phone 1-800-777-SOIL • Fax 817-385-3585 � www.Curlex.com WIO11R0412 3.02 Site Preparation A. Before placing erosion control blanket, the Contractor shall certify that the subgrade has been properly compacted, has been graded smooth, has no depressions, voids, soft or uncompacted areas, is free from obstructions such as tree roots, protruding stones or other foreign matter, and is seeded and fertilized according to project specifications. The Contractor shall not proceed until all unsatisfactory conditions have been remedied. By beginning construction, the Contractor signifies that the preceding work is in conformance with this specification. B. Contractor shall fine grade the subgrade by hand dressing where necessary to remove local deviations. C. No vehicular traffic shall be permitted directly on the erosion control blanket. NOTE: Topsoiling, seeding, and fertilizing is not included in this specification. 3.03 Slope Installation A. Erosion control blanket shall be installed as directed by the owner's representative in accordance with manufacturer's Installation Guidelines, Staple Pattern Guides, and CAD details. The extent of erosion control blanket shall be as shown on the project drawings. B. Erosion control blanket shall be orientated in vertical strips and anchored with staples, as identified in the Staple Pattern Guide. Adjacent strips shall be abutted or overlapped to allow for installation of a common row of staples that anchor through the nettings of both blankets. Horizontal joints between erosion control blankets shall be sufficiently overlapped with the uphill end on top for a common row of staples so that the staples anchor through the nettings of both blankets. C. Where exposed to overland sheet flow, a trench shall be located at the uphill termination. Erosion control blanket shall be stapled to the bottom of the trench. The trench shall be backfilled and compacted. Where feasible, the uphill end of the blanket shall be extended three feet over the crest of the slope. D. Slope erosion control blanket shall be overlapped by the channel erosion control blanket sufficiently for a common row of staples to anchor through the nettings of both blankets when terminating into a channel. 3.04 ChannelInstallation A. Erosion control blanket shall be installed as directed by the owner's representative in accordance with manufacturer's Installation Guidelines, Staple Pattern Guides, and CAD details. The extent of erosion control blanket shall be as shown on the project drawings. B. Erosion control blanket shall be installed parallel to the flow of water. The first roll shall be centered longitudinally in mid-channel and anchored with staples as identified in the Staple Pattern Guide. Subsequent rolls shall follow from channel center outward and be overlapped to allow installation of a common row of staples so that the staples anchor through the nettings of both blankets. C. Successive lengths of erosion control blanket shall be overlapped sufficiently for a common row of staples with the upstream end on top. Staple the overlap across the end of each of the overlapping lenb hs so that staples anchor through the nettings of both blankets. MADE �li 850 Avenue H East � Arlington, Texas 76011 rr+eus.� Phone 1-800-777-SOIL • Fax 817-385-3585 � www.Curlex.com 4 W 1011 R0412 D. A termination trench shall be located at the upstream termination. Erosion control blanket shall be stapled to the bottom of the trench. The trench shall be bacl�illed and compacted. 3.05 Quality Assurance A. Erosion control blanket shall not be defective or damaged. Damaged or defective materials shall be replaced at no additional cost to the owner. B. Products shall be manufactured in accordance to a documented Quality Control Program. At a minimum, the following procedures and documentation shall be provided upon request: 1. Manufacturing Quality Control Program Manual 2. First piece inspection and documentation of products produced to assure component materials and finished product tolerances are within manufacturer specifications. 3. Additional inspections for product conformance shall be conducted during the run after the first piece inspection. 4. Moisture content readings recorded for each manufacturing day. 5. Recorded weight of every erosion control blanket manufactured. 6. Each individual erosion control blanket shall be inspected, weighed, and documented prior to packaging for conformance to manufacturing specifications. 7. Documentation and record retention for at least two years. 3.06 Clean-up A. At the completion of this scope of work, Contractor shall remove from the job site and properly dispose of all remaining debris, waste materials, excess materials, and equipment required of or created by Contractor. Disposal of waste materials shall be solely the responsibility of Contractor and shall be done in accordance with applicable waste disposal regulations. 3.07 Method of Measurement A. The erosion control blanket shall be measured by the square yard of surface area covered. No measurement for payment shall be made for overlaps, fine grading, trenching, staples, or other miscellaneous materials necessary for placement of the erosion control blanket. 3.08 Basis of Payment A. The accepted quantities of erosion control blanket shall be paid for at the contract unit price per square yard, complete in place. Payment shall be made under: Pav Item Erosion Control Blanket Pav Unit Square Yards Disclaimer: Curlex is a system for erosion control and revegetation on slopes and channeis. American Excelsior Company (AEC) believes that the information contained herein to be reliable and accurate for use in erosion control and re-vegetation applications. However, since physical conditions vary from job site to job site and even within a given job site, AEC makes no performance guarantees and assumes no obligation or liability for the reliability or accuracy of information contained herein for the results, safety, or suitability of using Curlex, or for damages occurring in connection with the installation of any erosion control product whether or not made by AEC or its affiliates, except as separately and specifically made in writing. These specifications are subject to change without notice. MADE IN 850 Avenue H East � Arlington, Texas 76011 rHeu.s:� Phone 1-800-777-SOIL • Fa�c 817-385-3585 • www.Curlex.com Wi011R0412