The URL can be used to link to this page

Home My WebLink AboutContract 45621 (2)CI'tlf SECRETARY ✓ D.O.E. FlLE COMRACTQR'S BONDIW� �� oor��ucnoN�s �o�r FO RT '�VQ R'I' H CLIENT DEPARTMENT PROJECT MANUAL FOR THE CONSTRUCTION OF +Ci�Y �ECR�iiIAR�f �ttA� ro�. Z Foyt Wo��th Alliance Ai�po�t — Rehabilitation of T�ixiwc�y A Lighting City Project No. 02048 Betsy Price Mayor Tom Higgins Interim City Manager Williair� B. Welstead, A.A.E ToTn Harris Director, Aviation Department President, Alliance Air Services Project Speciiications Prepared for The City of Fort Worth Federally Funded 2014 !�7T�i- - Jcuobs Engineering Group Ine. TBPE Reg. #62773 77� M�in .Street Fort Wo�tlz, Texccs 76102 817-735-6000 QFFICIAL RE�A�Y CITY SECRE FT. WORTH+ TX RECEIVED MAY 2 12014 Division 00 — General Conditions Specifications Fort Wo�th Alliance Ai�po�t — Rehabilitation of Taxiway A Lighting THIS PAGE INTENTIONALLY LEFT BLANK 1 2 3 4 5 6 7 8 9 10 I1 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 00 00 00 - i TABLE OP CONTENTS Page 1 of 2 SECTION 00 00 00 TABLE OF CONTENTS Division OQ - General Conditions 00 OS 10 Mayor and Couucil Cominunication 00 OS 15 Addenda 00 11 13 Invitation to Bidders 00 21 13 Instructions to Bidders 00 35 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 00 43 13 Bid Bond 00 43 37 Vendor Compliance to State Law Noru-esident Bidder 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 42 Diversity 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 O 1 11 00 Summary of Work _ O 1 25 00 Substitution Procedures O1 31 19 Preconstruction Meeting O1 31 20 Project Meetings O1 32 1C Constructiou Progress Schedule O1 33 00 Submittals O1 35 13 Special Project Procedures O1 45 23 Testing and I�ispection Services O1 50 00 Temporary Facilities and Controls O1 57 13 Storni Water Pollution Prevention Plan O1 58 13 Temporary Project Signage 0 r 60 00 Product Requirements O1 66 00 Product Storage and Handling Requirements Ol 71 23 Construction Staking and Survey O1 74 23 Cleaning Ol 77 19 Closeout Requirements O 1 78 23 Operation and Maintenance Data O1 78 39 Projeet Record Documents Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents CTTY OF FORT WORTH Fort 1�'or•th Alliance Arryorr—Rehabiliration of Ta.riti��a��.1 Lighting STANDARD CONSTRUCTION SPBCffICATIOr DOCUMENTS 02048 Revised Decetnbec 20, 2012 00 00 00 - a TABLE OF CONTENTS Pngz 2 of 2 1 2 3 4 5 6 7 S 9 lo 11 12 13 14 15 16 17 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: litps: //proj ectpoint.buzzsaw. con�/client/fortu�orthgov/Resources/02%20- %20Gonstruction%20Documents/Specifications Appenclix GC-4.01 GC-4.02 GC-4.04 GC-4.06 GC-6.06.D GC-6.07 GC-6.09 GC-6.24 GR-01 60 00 18 Availability of Lands Subsurface and Physical Conditions Underground Facilities Hazardous Enviromiiental Condition at Site Minority and Women Owned Business Enterprise Compliance Wage Rates Permits and Utilities Nondiscrimination Product Requirements END OF SECTION CITY OF FORT WORTH For•t if�orth A(lim�ce Aiiyort — Rehabi/iration of Taxiti��a�� l Lighling STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Revised DecemUer 20, 2012 City of Fort Worfh, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 4/15/2014 DATE: Tuesday, April 15, 2014 REFERENCE NO.: **C-26768 LOG NAME: 55AFW TAXIWAY ALPHA LIGHTING REHABILITATION (2048) SUBJECT: Authorize Execution of a Contract with EAS Contracting, L.P., in an Amount Up to $545,969.00 for Construction of Taxiway Alpha Lighting Rehabilitation at Fort Worth Alliance Airport (COUNCIL DISTRICT �) RECOMMENDATION: It is recommended that the City Council authorize the execution of a contract with EAS Contracting, L.P., in an amount up to $545,969.00 for construction of Taxiway Alpha Lighting Rehabilitation at Fort Worth Alliance Airport. DISCUSSION: This project will consist of removal and replacement of existing taxiway edge light and runway guard light fixtures as well as the installation of corresponding airfield lighting cables. This work will be completed to bring the existing taxiway edge lights and runway guard lights up to date and to fill in locations along the Taxiway that are without the required lighting. The project was advertised for bid in the Fort Worth Star-Telegram on January 23, 2014 and January 30, 2014. On February 20, 2014, the following bids were received: Time of completion: 150 calendar days Staff recommends that a contract be awarded to EAS Contracting, L.P., for this work. Federal Aviation Administration grant funds will be used for this project. Existing land credits will be used for the City's 10 percent in-kind match. http://apps.cfwnet.org/ecouncil/printmc.asp?id=19670&print=true&DocTyp... 5/ 14/2014 M/WBE Office - EAS Contracting, L.P., is in compliance with the City's BDE Ordinance by committing to 6 percent DBE participation on this project. The City's DBE goal on this project is 5 percent. Alliance Airport is located in COUNCIL DISTRICT 7, Mapsco 48P. FISCAL INFORMATION / CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Airport Grants Fund. FUND CENTERS: TO Fund/AccountJCenters CERTIFICATIONS: Submitted for City Manaqer's Office bv: Originatinq Department Head: Additional Information Contact: FROM Fund/AccountlCenters GR14 539120 055218451800 Fernando Costa (6122) Bill Welstead (5402) Ruseena Johnson (5407) ATTACHMENTS 1. 2048 map exhibit.pdf (Public) 2. 2048-Twy A-FAR.pdf (CFW Internal) i 3. Avaiilable Funds 218451.pdf (CFW Internal) � 4. EAS Contractinq LP_Compliance.pdf (CFW Internal) $545,969.00 http://apps.cfwnet.org/ecouncil/printmc.asp?id=19670&print=true&DocTyp... 5/14/2014 00OSIS-1 ADDENDA Page 1 of 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 SECTION 00 OS 15 ADDENDA CITY OF FORT WORTH Fort A'or7h Alliance �lirport — Rehabilitation of Taxiwa�� A Lrghting STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS 02045 Revised July 1, 2011 �� n, Fort Worth Alliance Airport Rehabilitation of Taxiway A Lighting Addendum 1 February 13, 2014 1. Contractor Questions a. Please confirm if the contractor will be required to provide an Engineer's Field Office for this project? No b. If so, where is the Engineer's Field Office to be located? PLEASE NOTE: The Contractor Staging Area as shown on Drawing G-105 does not have any electrical, communications or potable water utilities nearby. N/A c. Please confirm if the bidder qualification documents wiil still be required for this project? No — See 2.a below d. Reference Detaii 5 on Drawing ES-121: i. Can the engineer verify the actual depth from surtace for the 1" RGS conduit entering the L-868B base cans? Ap{�roximately between 3"-4" below grade ii. How far does the existing 1" RGS conduit extend into the L-868B base can? The conduit daes not extend inta the light base. The conduit is flush with side of the light base. e. Will the ALCS require recalibrating due to the reduction in load on the RGL regulators? Na, Liberty Sys#ems indicates that reprogramming is not required f. If recalibrating the ALCS is required, will this work be done by airport maintenance or will the contractor be responsible for this item? N/A g. Reference Bid Item No. L-110a & L-110b: i. Can the engineer verify approximately how many areas the existing conduit may be blocked? No ii. Please confirm that the amount of crushed or blocked conduit replaced is paid for by the linear foot? Unknown. That is how it is depicted in the plans and specifications. h. Do all new fixtures require coated bolts and 2 piece lock washers? Detail 4 on drawing ES-121 shows this requirement, buf the spec calls our stainless steel ' ��: bolts for the L861 and L852G lights, and there is no mention of coated bo(ts on the drawing detail. Both kinds of bolts are approved for FAA installatians. Current plans show coated bolfs on the elevated RGLs and stainless steef bolts on everything eise i. I have been reviewing the drawings and do not see where the engineer has specified to use "amerace super kits" for the connector kit installation. Detail 1 on ES-122 has nates regarding the splice and connector detail. Na#e 3 says: "L-823 PRIMARY CUNNECTOR KITS SHRLL BE AMERACE 54 SUPER KIT UR APPROVED EQUAL." j. Is a SWPPP required for this project? Na 2. Specification Modifications a. Contractor will remove the following specifications i. 00 45 11 Bidders Prequalifications ii. 00 45 12 Prequalification Statement iii. 00 45 13 Bidder Prequalification Application b. Contractor will remove the following text in the technical specifications i. Section 100-1.2 in its entirety ii. Section 100.2.1 paragraphs a and c c. Contractor will replace the following text in the technical specifications i. Replace "150" with "120" in paragraph 100-2.1 d. Contractor will replace the following text in specification 00 41 00 i. Replace "150" with "120" in paragraph 4.1 THIS PAGE INTENTIONALLYLEFT BLANK 2 3 4 5 6 7 8 9 l0 I1 12 13 14 is 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 001113-1 INVITATION TO BIDDERS Paee 1 of 2 SECTION 0011 13 INVITATION TO BIDDERS RECEIPT OF BIDS Sealed bids for the construction of Fort Worth Alliance Airport — Rehabilitation of Ta�ciway A Lighting will be received by the City of Fort Worth Purchasing Office: City of Fort Worth Purchasing Division 1000 Throckmorton Street Fort Worth, Texas �6102 until 1:30 P.M. CST, Thursday, February 20, 2014, 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: removal and replacement of existing taxiway edge light and runway guard light fixtures as well as the installation of corresponding airfield lighting cables. 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. DOCLJMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Do�urnents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.fortworth�ov.or�/purchasint>J aud 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 coutractors and/or suppliers. Copies of the Bidding and Contract Documents may be purchased from Jarrod Parker, P.E., Jacobs Engineering Group Iuc., 777 Maiu Street, Fort Worth, Texas, 76102. Telephone 81'7-735- 7166, email iarrod.parker(a�iacobs.com. The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with half size (if available) drawings: $85.00 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: February 4, 2014 TIME: 1:30 p.m. PLACE: Alliance Air Services 2221 Alliance Boulevard Fort Warth, Texas 76177 LOCATION: Spirit of Alliance Conference Room CITY OF FORT WORTA Fort 14'ortlr A1liance,9ir�or7 —Rehabilrtution ofTaxii��a}�,1 Lighting STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02043 Revised July I, 2011 001113-2 INVITA7TON TO BIDDERS Page 2 of 2 1 2 3 4 5 6 7 8 9 10 il 12 13 14 15 16 17 18 19 20 21 CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities aud to accept or reject bids. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Ruseena Jolulson - City of Fort Worth Aviation Departrnent Email: Ruseena.johnson�a)fortworthtexas.gov Phone: 817-392-5407 AND/OR Attn: Jarrod N. Parker, P.E. Jacobs Engineering Group Inc. Ernail: jarrod.parker@jacobs.com Phone: 817-735-7166 ADVERTISEMENT DATES January 23, 2014 January 30, 2014 END OF SECTION CTTl OF FORT WORTH Fort ld'orth.4!liar�ce.9i�yorl—Rehabilitation ofTaziway.l Lighting STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Recised July 1, 2011 t 2 3 4 5 E, 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 oozi i3-i INSTRUCTIONS TO BIDDERS Page 1 of 9 1. De�ined Terms SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work conteinplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, finn, partuership, compauy, association, or corporation acting directly through a duly authorized representative, subinitting a bid for perforining the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest respovsible and responsive Bidder to whoin City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in 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 grant for any other use. 3. Prequaliiication 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 tiine 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, inust be prepared to submit to City within seven (7) calendar days prior to Bid opening, the docuinentation idenrified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. CITY OF FORT WORTH Fort if'ordt.4/liance.9irport—Rehabilimtion ofTasiti��ay.1 Lighting STANDARD CONSTRUCTION SPECffICATTON DOCUMENTS 02098 Revised DecemUer 2Q 2012 00 21 13 - 2 INSTRUCTIONS TO BIDDERS Pnge 2 of 9 1 3.3. The City reserves the right to require any pre-quali�ed contractor who is the apparent low 2 bidder(s) for a project to subinit such additional infonnation as the City, in its sole 3 discretion may require, including but not limited to manpower and equipment records, 4 information about key personnel to be assigned to the project, and construction schedule, 5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 6 deliver a quality product and successfully complete projects for the amount bid within 7 the stipulated tune frame. Based upon the City's assessment of the subinitted 8 information, a recoinmendation regarding the award of a contract will be inade to the 9 City Council. Failure to subinit the additional information, if requested, may be grounds 10 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 11 notified in writing of a recommendation to the City Council. 12 13 14 15 16 17 18 19 20 21 22 23 3,4.In addition to prequalification, additional requirements for quali�cation may be required within various sections of the Contract Documents. 3.5. Special qualifications required for this project include the following: Contractor shall provide airfield electrical work within the last five (5) years with a minimum contractor value of $500,000.00. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder shall: 24 4.1.1. Examine and carefully study the Contract Documents and otber related data 25 identified in the Bidding Docuinents (including "technical data" referred to in 26 Paragraph 42. below). No information given by City or any representative of the 27 City other than that contained in the Contract Documents and officially 28 promulgated addenda thereto, shall be binding upon the City. 29 30 31 32 33 34 35 36 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. 1.3. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 37 4.1.4. Be advised, City, in accordance with Title VI of the Civil Rights Act of 1964, 78 38 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, 39 Department of Transportation; Subtitle A, Office of the Secretary, Part 21, 40 Nondiscrimination in Federally-assisted programs of the Departrnent of 41 Transportation issued pursuant to such Act, hereby notifies all bidders that it will 42 affirmatively insure that in any contract entered into pursuant to this advertisement, 43 ininority business enterprises will be afforded full opporiunity to submit bids in 44 response to this invitation and will not be discritninated against on the grounds of 45 race, color, or national origin in consideration of award. 46 C1TY OF FORT WORTH For•t If'or•th _Allicnrce.4ii po17 — Rehabilitatio�r of Ta.riti��a}' �1 Lighting STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Revised Deceinber 20, 2012 oou r3-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.5. Study all: (i) reports of explarations and tests of subsurface conditions at or 2 contiguous to the Site and all drawings of physical conditions relating to existing 3 surface or subsurface structures at the Site (except Underground Facilities) that 4 have been identified in the Coutract Documents as containing reliable "technical 5 data" and (ii) reports and drawings of Hazardous Enviromnental Conditions, if any, 6 at the Site that have been identified in the Contract Documents as contaiiung 7 reliable "technical data." � 9 4.1.6. Be advised that the Contract Docuinents ou file with the City shall coustitute all of 10 the information which the City will furnish. All additional information and data 11 wluch the City will supply after promulgation of the for�nal Contract Documeirts 12 shall be issued in the form of written addenda and shall become part of the Contract 13 Documents just as though such addenda were actually written into the original 14 Contract Documents. No infortnation given by the City other than that contained in I S the Contract Documents and officially promulgated addenda thereto, shall be 16 binding upon the City. 17 18 4.1.7. Perform independent research, investigations, tests, borings, and such other means 19 as may be necessary to gain a complete knowledge of the conditions which will be 20 encountered during the construction of the project. On request, City may provide 21 each Bidder access to the site to conduct such examinations, mvestigations, 22 explorations, tests and studies as each Bidder deems necessary for submission of a 23 Bid. Bidder must fill all holes and clean up and restore the site to its former 24 conditions upon completion of such explorations, investigations, tests and studies. 25 26 27 28 29 30 31 32 33 34 35 36 4.1.8. Detennine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all infonnatiou required to u�ake a proposal. Bidders shall rely exclusively and solely upon their own estiinates, investigation, research, tests, explorations, and other data which are necessary for full and complete infonnation 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, exanunations 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. 37 4.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 38 between the Contract Documents and such other related documents. The Contractor 39 shall not take advantage of any gross error or omission in the Contract Documents, 40 and the City shall be permitted to make such corrections or interpretations as may 41 be deemed necessary for fulfillment of the intent of the Contract Documents. 42 43 44 45 46 47 48 49 50 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Eugineer guarantee that the data shown is representative of conditions wluch actually eacist. CIT'1 OF FORT WORTH Fo�7 IT'a7h .411rnnce Aii port — Rehabilimtion ojTaxiway �1 Lighting STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Revised December 20, 2012 00 21 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.2. those drawings of physical conditions in or relating to existing surface and 2 subsurface structures (except Underground Facilities) which are at or contiguous to 3 the site that have been utilized by City in preparation of the Contract Docwnents. 4 5 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 6 on request. Those reports and drawings may not be part of the Contract 7 Documents, but the "tecluucal data" contained therein upon wluch Bidder is entitled 8 to rely as provided in Paragraph 4.02. of the Geueral Conditions has been identified 9 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is l0 responsible for any interpretation or conclusion drawn from any "technical data" or 11 any other data, interpretations, opinions or infonnation. 12 13 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 14 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 15 exception the Bid is premised upon performing and furnishing the Work required by the 16 Contract Documents and applying the specific means, rnethods, techniques, sequences or 17 procedures of construction (if any) that may be shown or indicated or expressly required 18 by the Contract Documents, (iii) that Bidder has given City written notice of all 19 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 2o written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 21 etc., have not been resolved through the interpretations by City as described in 22 Paragraph 6., and (iv) that die Contract Docurnents are generally sufficient to indicate 23 and convey understanding of all terms and conditions for perfornung aud furnishing the 24 Work. 25 26 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 27 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 28 Paragaph 4.06. of the General Conditions, unless specifically identified in the Contract 29 Documents. 30 31 5. Availability of Lands for Work, Etc. 32 33 34 35 36 37 38 39 40 41 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 telnporary construction facilities, construction equipment or storage 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 existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 42 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 43 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 44 of-way, easements, and/or permits are not obtained, the Ciry reserves the right to cancel 45 the award of contract at any time before the Bidder begins any construction work on the 46 project. 47 CTTY OF FORT WORTH Fort Ii'a•th ,9!/icurce Airyort — Rehabilitation of Tasi��ay:i Lighti�rg STANDARD CONSTRUCTION SPECffICATION DOCUMENTS 02048 Re�ised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2�i 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 00 21 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 9 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or pennits, 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. All questions about the meaning or intent of the Bidding Documeuts are to be directed to City in writiug on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day inay not be responded to. Interpretations or clari�cations 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 inteipretations or clarifications will be without legal effect. Address questions to: City of Fort Worth Aviation Department 4201 North Main Street, Suite 200 Fart Worth, TX 76106 Attn: Ruseena Johnson Fax: 817-392-5413 Email: Ruseena johnson@fortworthtexas.gov Phone: 817-392-5407 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications may be posted via Buzzsaw. 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 transrnit to all prospective Bidders of record such Addenda as City considers neeessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the requirements of Paragraphs 5.01 of the General Conditions. CiTY OF FORT WORTH For7 if�or•th .411iance Airyort — Rehabilitation of Taxnro}' �i Lighting STANDARD CONSTRLJCTION SPECIFICATION DOCUMENTS 02048 Revised DecemUer 20, 2012 00 21 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 4 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times l0 The number of days within wluch, or the dates by which, Milestones are to be achieved iu 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated Damages 16 Provisions for liquidated darnages are set forth in the Agreement. 17 18 10. SuUstitute and "Or-Equal" Items 19 The Contract, if awarded, will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or "or-equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City, application for such acceptance will uot be considered by City until after the Effective 24 Date of the Agreeinent. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General 26 Conditions and is supplemented in Section Ol 25 00 of the General Requireinents. 27 28 29 30 31 32 33 34 35 3G 37 38 39 40 41 42 43 44 11. Subcontractors, Suppliers and Others 1 I.1. In accordance with the Ciry'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 C�rdinance can be obtained from the Of�ce of the City Secretary. The Bidder shall submit the MBE and SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Fonn andlor 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 orgauization against whom Contractor has reasonable objection. 45 12. Bid Form 46 47 12.1. The Bid Fonn is included with the Bidding Docuinents; additional copies may be 48 obtained from the City. 49 CTTY OF FORT WORTH Fort ii'a7h A!(ianceAi�port—Rehabilitution ofTaxiti>>ay�l Lighting STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Revised DecemUer 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 002113-7 INSTRUCTIONS TO BIDDERS Paee 7 of 9 122. 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, alternarive, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" inay be entered. Bidder shall state the prices, written in ink in both words and niunerals, 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 nuinerals, the price in written words shall govern. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate ofiicer 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 si�ature accompanied by evidence of authority to sign. The official address of flie partnership shall be shown below the signature. 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 fortnation of the firm and the official address of the firm shall be shown. 12.6. 12.7. 12.8. 12.9. Bids by individuals shall show the Bidder's naine and official address. Bids by joint ventures shall be executed by each,joint venturer in the inanner indicated on the Bid Form. The official address of the joint venture shall be showu. All naines shall be typed or printed in ink below the signature. The Bid shall contain an acknowledgelnent of receipt of all Addenda, the nwnbers 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 — Vendar Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be subtnitted 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, inarked with the City Project Nuinber, Project title, the nanie 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. CiTY OF FORT WORTH Fort i�or•dr .411rance Airpor•t — Rehabilitation of Taxitinay �l Lighting STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098 Revised Dece�nbec 20, 2012 00 21 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14. Modi�cation and Withcirawal of Bids 2 3 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be 4 withdrawn prior to the time set for bid opening. A request for withdrawal must be 5 inade in writing by an appropriate docuinent duly executed in the mauner that a Bid 6 must be executed and delivered to the place where Bids are to be submitted at any 7 tiine prior to the opening of Bids. After all Bids not requested for withdrawal are 8 opened and publicly read aloud, the Bids for which a withdrawal request has been 9 properly filed inay, at the option of the City, be returned unopened. 10 11 14.2. Bidders may modify their Bid by elechonic conununication at any titne prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates (if any) will be made available 17 to Bidders after the opening of Bids. 18 19 1G. Bids to Remain Subject to Acceptance 20 All Bids will remain subj ect to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 17. Evaluation of Bids and Award of Contract 17.1. City reseives the right to reject any or all Bids, including without linutation 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 doubtfiil financial ability or fails to meet any other pertinent standard or criteria established by City. City also reserves the right to waive infonnalities 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 figures will be resolved in favor of the words. 17.1. l. 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 perfonned a prior contract in an unsatisfactory inanner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. CiTY OF FORT WORTH For7 Id'a7h A/liance Ai�port — Rehabilitation of Taxiwcry �l Lighling STANDAItD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3G 37 38 39 40 41 42 43 44 45 46 47 002113-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 17.2. City rnay consider the qualifications and experience of Subcontractors, Suppliers, and otl�er persons and organizations proposed for those portions of the Work as to wluch 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, inaintenance requirements, perfonnance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be subinitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluarion 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. 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. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid subinitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. - 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by the City. 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement _ When Ciry issues a Notice of Award to the Successful Bidder, it will be accornpanied by the required number of unsi�ed counterparts of the Agreement. Within 14 days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement to City with the required Bonds, Certificates of Insurance, and all other required documentation. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CTI'Y OF FORT WORTH For7 Fi'a•th.4!linncc.9i�yort—Rehabilitatio�: ofTaxiti+�a}'.� Lighting STANDARD CONSTRUCTION SPECffICATION DOCUMENTS 02048 Revised Decetnber 20, 2012 THIS PAGE INTENTIONALLY LEFT BLANK !I rr SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT 003513 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 Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also ,� be downloaded from the website links provided below. � http�//www.ethics.state.tx.us/forms/CIQ.pdf http�//www.ethics.state.tx. us/forms/C IS. pdf 1!' �, . 1\ � \1 � BIDDER: CIQ Form is on file with City Secretary CIQ Form is being provided to the City Secretary CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary EAS Contracting, LP by EAS Contracting GP, LLC 6013 CR 437 Address Here or Space PRINCETON, TX 75407 END OF SECTION I� !, ' CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 By: LAWRENCE PI�1ZE Signature: Title: VIC� PRESIDENT � Copy of 00 41 00_Proposal Form 00 41 00 BID FORM Page 1 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: Fort Worth Alliance Airport — Rehabilitation of Taxiway A Lighting City Project No.: 00960 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 furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or 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 SPECIFICATION DOCUMENTS Form Revised 20120327 Fort Worth Alliance Airport - Rehabilitation of Taxiway A Lighfing 02048 ,�� I r� 00 41 00 BID FORM Page 2 of 3 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Airfield Electrical 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 150 # days days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: �a. This Bid Form, Section 00 41 00 �b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. ✓c. Proposal Form, Section 00 42 43 �. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 ]Ce. MWBE Forms (optional at time of bid) �f. Prequalification Statement, Section 00 45 12 rc✓ l� ��e'�'"'�` � �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. Total Bid CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 $545,969.00 Fort Worth Alliance Airport - Reha6ilitation of Taxiway A Lighting 02048 I .-�(� 4 00 41 00 BID FORM Page 3 of 3 7. Bid Submittal This Bid is submitted on FEBRUARY 19, 2014 Respectful� ' ted, �, By: (Sigriature) LAWRENCE PINZEL (Printed Name) by the entity named below. Receipt is acknowledged of the Initial following Addenda: Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: I Title: VICE PRESIDENT Company: EAS Contracting, LP by EAS Contracting GP, LLC Address: 6013 CR 437 'Address Nere or Space PRINCETON, TX 75407 State of Incorporation: TEXAS Email: IrpCa�easlp.com Phone: 972-734-1155 x 221 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Corporate Seal: Fort Worth Alliance Airport - Rehabilitation of Taxiway A Lighting 02048 � 00 42 43 BID PROPOSAL Page t of t SECTION 00 42 43 PROPOSALFORM .. . � Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value P-100a Mobilization LS 1 $51,284.00 $51,284.00 _ __ _ _ _ _ . . __ __ _. _ _ _ _. - NS-G-400 Construction and Traffic Control LS 1 $16,400.00 $16,400.00 ---- ------ ---- - - _ _ _. _ __ _ _- __ _ _ __ _ _ __ _ _ _.__.___ --- L-108a Install #8 AWG, 5000V, L-824C Cable �F 158,000 $0.90 $142,200.00 _ . - __ _ _ _ _._ _ __ _ _ - __ _ ___ _ _ L-110a Install 1-2" PVC Duct (CE) in Soil LF 200 $8.00 $1,600.00 --- ----- ---__ ---- ---- -- -- --__ ___ __.- -_ ___ _ __- -- ------- - -- _ ------- �-110b Install 1-2" PVC Duct (CE) in Existing Pavement LF 400 $15.00 $6,000.00 __._.- - ._ . __ _ _ _. __. _. __ _. __ --- -_ _ ._--- __ _. _ _ _ ____ _ Remove L-861T Taxiway Edge Light Fixture and L-125a �solation Transformer from Existmg Light Base EA 303 $40.00 $12,120.00 __ ---- --- __.__ _ __ _ ._ _ -- ----- - -- - --- _ -- _ . _- - _ _ _--- - Remove L-804 Runway Guard Light Fixture and L-125b Isolation Transformer from Existing Light Base EA 28 $50.00 $1,400.00 -- ---- - _ - -- - -- - ---- --------- -- __ _ -- - _ - --.__ - ------- ----_ __. - - -- _..------ Remove L-852G In-Pavement Runway Guard Light L-125c Fixture and Isolation Transformer on Existing Light EA Base � 68 $40.00 $2,720.00 --- - - - ____ . __. --- _ __--- _ . --- - -- _ _ _ ---- _.___ _ _ _ ---- _ --- _ _ __ ----------- Install LED L-861T Taxiway Edge Light Fixture and L-125d �solation Transformer on Existing Light Base EA 303 $311.00 $94,233.00 ^ _ __._._ _ _ --- -- --_ _ - ----- _----------- - _ ------- --__ _ ____ ---- - . - - -- . _ _ ___----- Install LED L-804 Runway Guard Light Fixture and L-125e Isolation Transformer on Existing Light Base EA 2g $3,243.00 $90,804.00 - ------ - -------- - --- - ___ _ -- -- -- _ _ _-- -- ---- - — -- --- ------ ------ ____ _.- Install LED L-852G In-Pavement Runway Guard Light L-125f Fixture and Isolation Transformer on Existing Light EA Base 68 $1,776.00 $120,768.00 ---_ ___ ______ --- _ __ ._ ____. _ __ _-- __ - _-- - _ _------ _ __. L-126a Install L-853 Retroflective Marker, Surface Mounted EA 92 $70.00 $6,440.00 Bid Summary Base Bid Alternate Bid Total Alternate Bid Deductive Alternate Bid Total Deductive Alternate Bid Additive Alternate Bid Total Additive Alternate Bid ' Totat Bid $545,969.00 END Or SECTION . ... CITY OF FORT WORTH . STANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS For�{VonhA!limecedirpor!-2ehnbilifnlronojTariwayAl.ightluK Form Revised 20120120 020a8 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of State Here or Blank°,, our principal place of business, are required to be % Here , percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of '� State Here or Blank , our principal place of business, are not required to underb�resident bidders. �The principal place of business of our company or our parent company or majority owner is in the State of Texas. BIDDER: EAS Contracting, LP by EAS Contracting GP, LLC By: LAWRENCE P 6013 CR 437 Address Here or Space PRINCETON, TX 75407 Title: VICE PRESIDENT Date: FEiS. ►g, 2�1� ignature) �ND OF S�CTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Copy of 00 41 00_Proposal Form � 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I 2 3 4 5 6 7 8 9 10 11 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides warker's compensation insurance coverage for all of its employees employed on City Project Number 00960. 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: EAS C.o.-��ra.c.�;,v�o,+Up By; Company 1 a0 43 G� �-�' 3� Signature: Address �� Print) c � !� ` / � r �Cr�hG�'4'Or� .� ��_1� 1 Title: V 1 �- �lr(:SIC�� City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OF �`1'' Co 1 � �,.� § BEFORE ME, the undersigned authority, on this day personally appeared �. ou.�1 r,t,r��. ��nZ�� , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of �; S for the purposes and consideration therein expressed and in the apacity therein stated. GIVEN iJNDER MY HAND AND SEAL OF OFFICE this � day of ��h r'� o�..Y' K , 20�. \`��inuiin�� \\�� , G RA y,� �i�� ,`�� P''� �� P�e�''G��'; ; � �ZP �� N _ - y _ _ Nf i..� � ' �rE OF ��c. • ; '% �'••.FXPiaES•'�A ,�� /////�� i i i �i i2o� ��\\\�. Notary Public in and for the Stat o Texas END OF SECTION CITY OF FORT WORTH Foi7 Wa7h Al(iartce Ar�port — Rehabililation of Ta.riivay A LigHling STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 020�18 Revised July 1, 2011 � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 004542-I MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL Page 1 of 1 SECTION 00 4S 42 DIVERSITY BUSINESS ENTERPRISE GOAL APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then the DBE subcontracting goal may be applicable. If the total dollar value of the contract is $50,000 or less, the DBE 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 Disadvantaged Business Enterprises (DBE) 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. DBE PROJECT GOAL The City's DBE goal on this project is 5% of the total bid. COMPLIANCE TO BID SPECIFICATIONS On City contracts greater than $50,000 where a DBE 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 DBE goal through DBE subcontracting participation, or 2. Meet or exceed the above statecl DBE goal through DBE Joint Venture parricipation, 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 responsive to the speci�cat 1. Subcontractor Utilization Form, if goal is inet orexceeded: 2. Good Faith Effort and Subcontractor Utilization Forin, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participati�n: 4. Prime Contractor Waiver Form, if firm will perform all subcontracting/supplier work: 5. . Joint Venture Fonn, if utiliziug a joint venture to meet or exceed Qoal. received by 5:00 p.in., 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 tlie 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, exclusi��e of flie bid opeiung date. received by 5:00 p.m., iive (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 openins date. END OF SECTION CIT'Y OF FORT WORTH Fort !d'or�h .4!liancc. firyort — Rehabilitation of Taxitirc,ry� d Lighting STANDARD CONSTRUCTION SPECIFICATION DOCtJMENTS 02048 Revised December 20, 2012 �„ 00 52 43 - 1 Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 I THIS AGREEMENT, authorized on / is made by and between the City of Forth 4 Worth, a Texas home ivle municipalit , acting by and through its duly authorized City Manager, 5�("City"), and [+.AS CONTRACTING, l�P BY FAS CONTR�ICT[NU GP, �LI.C., authorized to 6 do business in Texas, acting by and through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Artide 1. WORK ] 0 Contractor shall complete all Worlc as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project foi• which the Work under the Contract Documents may be the whole or only a part is � l4 generally described as follows: � 15 F��rt Worth Alliancc rlirpo►�t — R,ehabilitation of Ta�iwav A Li I� 1t111g 16 I ('ity I'��c��rct 11;-02O-►S 17 Artide 3. CONTRACT TIME � 18 3.1 Time is of the essence. 19 All tiine limits foi• Milestones, if any, and Final Acceptance as stated in the Contcact ? 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. � � 22 � The Work will be complete for Final Acceptance within _I 20_days after the date when the 23 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 24 3.3 Liquidated damages 25 26 27 28 29 30 31 32 I 33 34 Contractor recognizes that time is of the essence of this Agreement and that City will suffer financial loss if the Warlc is not completed within the tiines speciiied in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the City if the Worlc 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 �)�icr_Th��i�,canr�' Tiro /rirnrlrcd�h�nnd 00/100 Dollars ($l'?50.00) for each day that expires after the tiine specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Fnr� ��i'rn7/t Allim�ce:li�yorl — Rehubrlrtn�ion qJ�Tii.ciir�ii� ii Lighling STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Projecr N: fl'O�lJ' I Revised,\u},u,t 17, 2012 � 005243-2 Agreement Page 2 of 4 � �� 35 Ai•ticle 4. CONTRACT PRICE 36 City agrees to pay Contractor for performance of the Work in accordance with the Contract 37 Documents an amount in current fimds of FIVE HUNDRED FORTY-FIVE THOUSAND 38 � NINE HUNDRED SIXTY-NINE AND 00/100........Dolla�s (,�"ti45 >69,00), 39 Article 5. CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 7l 72 73 A. The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreernent: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non-Resident Bidder 3) Prequaliiication Statement 4) State and Federal docmnents (�roject specific) b. Current Prevailing Wage Rate Table c. Insurance ACORD Foim(s) d. Payment Bond e. Perfo�-mance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Afiidavit i. MBE and/or SBE Commitment Form 3. Genei•al Conditions. 4. Sup�lementary 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 Table of Contents of t}1e Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Docutnentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued aftei• the Effective Date of the Agreeinent 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. I� CITY OF FORT WORTH l i,rt 11%orll� A1/iunce.4ir�ur!—RehuGrlitalion u/ Tusiwat� �i l.i,ghring STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Prqjecr li: 0'(M�1' � Revised Aa�t 17, 201? �i 005243-3 Agreement r" Page 3 of 4 74 Artide 6. INDEMNIFICATION 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 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 �vorlc and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specificallv intended to operate and be effective even if' it is alle�ed or proven that all or some of the dama�es bein� sou�ht were caused, in whole or in part, bV any act, omission or negli�ence 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. 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 desh•uction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the conh•actor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnitication provision is specifically intended to operate and be effective even if it is alle�ed or proven that all or some of the dama�es bein� sou�ht were caused, in �vhole or in part, bv any act, omission or ne�li�ence of the citv. Article 7. MISCELLANEOUS 96 7.1 Terins. 97 Terms used in this Agreeinent which are defined in Article 1 of the General Conditions will 98 have the meanings indicated in the General Conditions. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the City. 102 7.3 Successors and Assigns. 103 City and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Docuinents. 106 7.4 Severability. 107 Any provision or part of the Conri•act Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 reinaining provisions shall continue to be valid and binding upon CITY and 110 CONTRACTOR. 1] l 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Docuinents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern Distr-ict of Texas, Fort Worth Division. C1TY OF FORT WORTH (nr� iParO� Allimice Airporl — Rehubilitu[imr uf Tu.ci�rrtp; I I ighlin,� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Prqject �l: 0?OaS I Revised Au�ist 17. 2012 0o sz 43 - a Agreement Page 4 of 4 rt , 115 7.6 Other Provisions. 116 The Contractor agrees to pay at least minimwn wage per houj� for all labor as the same is 117 classified, promulgated and set out by tl�e City, a copy of which is attached hereto and 118 made a part hereof the same as if it were copied verbatim herein. 119 7.7 Authority to Sign. 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatoiy of the Contractor. IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). EAS Contracting, LP Contractor: By EAS Contracting GP, LLC City of Fort Worth artn r �� By' I��erna�ulo C`nslcr By: Assistant City Manager (Signature) Lawrence Pinzel Date /'�' Vice President � GAS Contracting, LP Attest: � tl —%»��-L�I--I l �.�1-1' :��_,. _ (Printed Name) City �cr� ary �, (Sea ) Title: _�� _��q Address: �op�3 C2 4-3� � � � �°g�� ('�.�c��,,�. -t�� s�� M&c C - Z6�-68 �s ��o �� Date: � -/ ) - I � �$ �� 0�0 00000°°� �'� City/State/Zip: Appro as to Form and Legality: -, �°O �, �,� ��'� ;� Date Dou . Black Assistant City Attorney �i�FICIAL RECORD CITY SECRETARY �T. WARTH, 'H'X APPROVAL RECOMMENDED: i / �- � �_�_.._v._��_ � Bi!! 11'el,slend DIRECTOR, Fort i�ortlt Aviation S��stems CITY OF FORT �WORTH f��r� 1i'orlh AI(iunce: iitport — Rehubilito(ion q(Tu.tiiirqt� il l.rgG�ing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PrujecY N: (I?0-i8 � Revised ;lukust 17. 2012 �� DO6! 13-! ` PGRFORMANCG DOND ' Page 1 of 2 1 2 .i 4 5 6 7 � .►+7 SECTION 00 G1 13 P�RFORMANCE BOND Bond No. 466CSGR1510 THE STATE OI�' TI�XAS § § KNOW ALL BY THESE PIi�SENTS: COUNTY OT"TA1212ANT § "I'hat we, EAS Con�ractin�, LP bv EAS Contraelin�,GP, LLC, lcnown as "Prineipal" herein ap� Hartford Fire Insurance Company , a corpo3�ate surety(sureties, 1�Tri0TC than one) duly authoi•ized to do business in tlie State of Texas, knawn as `=5iu•eiy" liereiii (wl�ether 10 one or �nore), are held and firmly bounc� unta the City ot Fort Wortli, a municipal corporation ! i created pursuant to tlle laws af Texas, known as "City" herein, Sn the pe�zal sum of, I'ive Hundred 12 Fortv-Pive Thousand Nine T-�undred SixtX-Nine and OU/I OU........... DoElars $545.969.00), I3 la�vful money of the United States, f0 �C pal(� iil FOl'1 WO!"tll, `['an<iiit Cotu3ty, "I'exas for the 14 payment of wllich su►n vve11 and truly to be made, we bind oursetves, our heirs, executors, 15 adininistratoi•s; successoi•s and assigns, jointly and s�vei•ally, fit•mly by tI�ese pt-esents. I6 WI�REAS, tl�e Principal lias �ntered into a cei�taiii written co�it�•act wilh tlie City � 20/�% 17 awarded tite �S day af ,l"i ,��, , whicl� Confract is hereby i•efer�•ecl to and 18 �nade 1 part hereaf �or all pt�rposes as 'rf fully set f�rth herein, to furnish all materials, equipmcnt 19 labor and other accessories defined by law, in the prosecution of the Work, i�icluding any Change 20 Ordea•s, as pro��ided for in said Contract designated as Cort Woa•th �111ia�jce Aii-�ori�. 2I Rchabililation oi�TaYiwa A Li�fitin,� CitY Project #: 0204$, 22 NOW, T�IEREFURL, the condilion of this obtigation is such that if the said Principal 23 shall fai�hfirlly perfocm it obligations t�nde�• the Contract and shall in all ��espects diily and 2� fc11t}1PUIIV �7CI'f01'll7 t�30 WOl'�C, IiICItICilllb C�111I�0 Oi•ders, unde�• tl�e Contract, accordin; to fi�e plans, 25 specifications, at�d contract documents therein referred to, and as wel( durin�; any period af 26 e;�tension of tl�e Conti•act that rnay be �;c•anted on the parl of the City, tllet� this obligation shafl be 27 and becaine nul[ ar�d void, otherwise to remniia in full force and effect. ?g 29 PROVIDEll T+URTHER, that if any legal action Ue %led on tliis Bond, venue shali lie in Tarrant County, 7'exas or tlle Unitad States District Court for the Noz•fliern District af Texas, i�o�•t 3� W03't�7 �IV18tOfl. CITY OF I�ORT WORTI•! l�brf !4'ort/r.�fli��rce.tirpon-- Rclrahililntiotr r��7nxitirclt'A L/gl�litrg S'CANDARD CONSTRUCi'lON SPEGPiCAT10N 1JOCUMC:N"fS Projecl �'; D?0�J8 Revised July I, 2011 0� 51 13 - 2 I'L'RFORVtANCI; I30NU Y�ige 2 of 2 I T'his bond is made ar�d axecuted in complianc� with tlte provisions of Cl�aptei• 2253 of the ? Texas Government Cnde, as amended, and all liabilities on this bo��d shall be deteri��ined in 3 accordance witl� the provisions of said statiue. 4 IN WITNI:SS WH�It��F, the P3•incipal and the Surety have SIGNED and SLALED 5 this instrument by duly authori7ed agents nnd ofi�icers o�� this the ____ IS day ot' b � �' � , 20�. 7 8 9 10 13 12 13 ATTEST: �a 15 l6 (Principal) Secretary �� 17 18 19 � � I 2 itness s to Principal 23 24 25 26 27 ?g 29 30 31 32 33 34 �I 35 a ' ' 36 - �-�,��:' l,�(�� . r��.�1,(�.� "L'� ;7 Witness as to Sin•ety 38 39 40 PRINC[1'AL; I3y GAS Contr�cting, GI', EAS Contracting, LP Li�C, Ceneral Partner BY; Si�nature Lawrence Pinzel Vice President ._._____L't�$.� n r�cti��LLP Name ai3d Title Address: 13995 Diplomat Drive, Suite 300 Farmers Branch TX 75234 � SURETY: Hartford Fire Insurance Comp [3Y: � �'V1J�� Signature , � � Amber Jones, Attorney-in-Fact Name and `I'itle � Address: One Hartford Place Hartford, CT 06155 M Teleplione Ntimber: (860) 547-5000 41 '�Note: If si;ned by an officer af the Si�rety Co�npany, there must be on file a certifed extract 42 froin the by-laws sl�owing that this person has autha�•ity to si�n such obligation. lf 43 Stn-ety's physical address is different from its maiiing addcess, both ��ust be Ex•ovided. 4� 'T'he date of the bond shall not be prior cn the date t1�e Confract is awarded. 45 CI'I'Y UF FORT WORTH For7 11'orllr,illi�utce:lirport - Rehnhi(ilttlioi� of Taximqrr! Lieltliu�; STANDARD CONS'I'RUCI'lON SPGCI['ICA'1'lUN I�OCUMFN'I'S P,•ojecr ��: 020�1� ftevised July 1, 2011 OQ 6! I=! - 1 PAYMEn'1' IiU%f� Yage I uf?_ 1 2 3 4 5 6 7 8 9 to Il 12 13 14 l5 THE STATE 4F TEXA.S Ct�UNTY O� TARRANT SECTION 00 6I .1� PAYM�NT i30ND Bond No. 46BCSGR1510 § § KNOW ALL BY THESE PRES�NTS: § That we, EAS Contractin LP b EAS Contraciin GP I.LC, known as �`Principal" 11G!'ein, �nd Hartford Fire Insurance Company , Z corporate sux�ety (siu�eties), duly authorized to da business in the State of Texas, known as "Sui•ety" herein (�vhether oa�e or inore), are held and �rmly bound unto the Gity of Fort Worth, a municipal corporation cre�ied pursuant to the l�ws of the State af 'l'exas, kno�vn as "City" herein, in ihe penal stun of Piv_e Hundred Forty-Pive `I'housand Nine Hundred Si;�t �-S Nine and 00/l00 Dollars ($5,45,969.U0), lawful money of tl�e Un.ited States, to be paid in Fort Wartli, Tarrant County, TExas, for the pay�ne�lt of wllicl� suin well and truly be madc, we bincl Oil3'SEIVLS� our heirs, executo�-s, ad»�inistratox•s, successors and assigT�s, jc�intly and severally, �rn�ly by these presei�ts: 16 WH�;REAS, Prineipal has entered into a certain written Contract �i�ith City; awarded tiie ] 7 !�.�.day oP /�._r/Ji'j � , 20�,, whieh Contract is ltereby refei7•ed to and 18 made a part hereof for all purposes as if fiiliy set fortl� herein, to fiarnish all materials, ec�iiipment, 19 [abor and otl�er accessories as defined by Ia�v, in the prosecution of the Work as provided for ia� 20 said Contract and designated as �'ort Woi�tli A1liance Air�ort -- Rei�abilitation of "I'axiwa A 21 Li rl�g. Ci Pi•o'ect #: 0204K. 22 NOW, TH�REFORL, THE COND11'ION OF TI-IiS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all} paymetrt bond be�ieticiaiy (as defined in 24 Chapter 2253 of the 1`exas Government Code, as amelided) i�� the prosecution of the Worl< under 25 the Co►�tract, then tl�is obligation sl3all be and beeome n�ill and void; otherwise to re�nain in fi�Ii 2G farce and effect. 27 '3'his bond is made a�ld executed in compliance with tl�e provisions of Cktaptet• 2253 of tl�e . 28 'Cexas Go��ernment Code, as amended, a�id all liabilities on ihis bond sltall be deter�nzned in 29 accordance �vith the pravisions oi'said statute, 30 crry oF ro�zT won'rri STAT�DARD CONSTRUC'I'lON SP1iC1PiCA'CION I�t�CUMi�:N"i;S Rcvised July l, 20ll Rehnt�ilitation r�f 7nxiu��n•�f Li�luin�; C,'i1�> Projec� I': 020�lR OOGI lA_2 I'AYM1:N'I' 13pNia Page 2 of 2 �, i IN WITN�SS WHEIt�OT', ilae Principal and Surety have eac}i SIGN�,D and S�AL�D 2 this instrument by duly authorized agents �nd oi'ticers on tliis tl�e �,� day of 3 r'�� 20 i �, �, 4 ii f i A1"I'EST: (�'rincipa]) Secretaiy T itnes as to 1'rincipal ATT ST: (Sur _lY) ecreta►y -..— SURETY: Hartford Fire Insurance Com 5 6 7 8 9 10 ff! 12 � ' \�, �� u ,% l,i',��.'i, 1Y11CS3 �i5 t0 slll'Cly PRINCIPAL: ay �as co��n•��c��,g, cP, EAS Contracting, LP i� LLC, Ceneral Partner r BY; Signatiu•e Lawrence Pinzel Vice President GAS Conh'acting, LN N�me and '1'itle Addl'ess: 13995 Diplomat Drive, Suite 300 Farmers Branch, TX 75234 T ' � %� � BY: � , 'gi ture �� Amber Jones, Attorney-in-Fact Name and Tit(e Add►'eSs: One Hartford Plaza Hartford, CT 06155 Telepl�one Numbet': (860) 547-5000 Nate: If signed by zii office►� of the Surety, tliere must be on fife a ce�-tified exiract from the bylaws showing that tl�is person has autl�ority to sign such obligation. Tf Sui�ety's ��hysical address is differea�t from its mailing address, both must be provided. "I'lle daie of the bond shali not be prior� to the date ihe Contract is awarded. �ND Q� S�CTION crrr or• Hon•r woR7�i�z 3TA�'UARD CQNS'I'RUC7'JON SPECII� lCA"J'IOtd DOCUMENTS Rcvised July 1, ?.�t 1 RehuGilrlaria� oj'1'nxiirrii�.l Lrgh�i�rg Cip+ I'rojecr ;�: 0� (1,�8 Q06t 19•I � MAIN'I�iNANC& 13qND r�b� i Qr z 1 2 3 4 5 6 7 b � S�CTION 04 6t l9 MAIN"L'�NANC;E BOND Bond No. 46BCSGR1510 THE STATE Ol�' T�XAS § § KNOW ALL BY'I'.H�SE PIt�S�NTS: COUNTY OF TARRAl�TT § Tbat we �AS Co»tractiot3, LP by BAS Contractin�- GP. LLC., known as "Frinci�al" herein aqd Hartford Fire Insurance Company , a Corpoi'ate SttCety (su�'etles, if i��o1'e than o►ae) duly autfYorized to do business in the State of Texas, lcno��vn as "St1i'eiy" herein (whether 10 on� or more), are held and fitynly bound unto the C'rty of' Fn��t V✓n��th, a rnunrcipal corparation 11 created pursuant to thc la�vs of tl�� Stake of Texas, knaufn as "City" liez•cin, in ihc stt�n of Fi�-� 32 Hundred Fo��ty-�'ive T(�ousand N'tnc Hundred Sixt�r-Nine and Q�/I00.....,..... Dc�llar•s 13 ($54S,4G9AOj, la�vful money of the U��ited States, to be paid in Fort Woi•th, Tarra�it Counly; 14 Texas, for payme�at of vvhich sum weil and ti�.ily be made unto ti�e City and its successocs, we 15 bind ourselves, our h�irs, executars, administl�tors, successors and �ssigns, jointfy and seve��ally, 3 6 �n�nly by these preseiits. 17 18 W%�EREAS, the Pri��eipai Iias etitered into a ce�tain. wz�itten cor�tract with Eha City awarded 19 the /S� day of �!' /,,_�.,,,,,_,_,_,_, �, 20�, which Contract is hez•eby 20 referred to and a made p�trt hef�eof f'or a!1 putposes as if fully set forth herein, to furnish a{I 21 inaterials, equi��me�it labor and ather accessorics as deimed by law, iu the prosecution of the 22 Wprk, il;ciudi�i�; any Worl: �•esulting fro►x� a ciuly authorized Cha�igc Order (collectively l�erein, 23 The "Woi•k") as provided ior in said contract and desi�nated as _Fo�,t ��'ortl� Allicuice.,Aii.�ort -v 24 [�el��.tbilitLitic7n c�f'i'axi��ray A t.�i�htin4�, C:icv f'rt��ect_r�_ (}20�5; anct 25 ?t ?7 �8 �q 3U 31 32 3� 34 'tVHEREAS, Priucipal biilds i�self'to use slich matei�ials and to s� construcC the Worlc in accorda��c�: �x=ith the plalis, specificatious a��d Cont��act Documei�ts that il�e Worlc ts a:�d �z�ill remain free fron� defects in z��ateriats o�• worlc�nanship for at�d dui•ing the peciod of hvo (2) yeat•s atcer the date of Final Accepeance of the Work by the City ("Maintenai�ce Periud"); and WHEREAS, Principal binds itself lo repair o�� reconstruct the ��Jo�•k iti whole oz� il� part upon receiving notice frot�� tlle City of the rleed ti�erefore at aziy ti►nc widii�t the Mai��tenazace Yeriod. C13�Y C)P POR"(' �i�ORTl� i��,r�r rr �„•v� .a�r,�„�c�� .:?r,i,�,��r ... n�,��,Lilitation qJ I rr.riirr; �� : f Lightiir,�� STANDARD CONS"TRUC'rION SPECIFICA7'fON L�OCUMF�tTS 1'rnjcc� ;7: D?O�.S Re�iscd July 3, 201 I � 1 [ t I 2 3 4 5 6 7 S 9 10 11 12 13 1 �► 15 l fi 17 IS 19 UO 61 19 - 2 MAIN'CGNANCL'• 13C)\D Png� 2 uf3 NOW THER�FORE, tl�e condition of this obligation is sucit that if' Principai si�zlt remedy an�� defective Work, for 4vhich tiznely notice was provided by City, to a completion satisfactozy ta the City, thei� tl�is obligatio�i shail b�;con�e rmll aud void; otbercc=ise ta remaii� in fiill force a��d effect. PROVIDED, HO'V�'�Vk�R, if Principal shall fail so to repair oc recons[ruct any timely �loticed defective Work, it is a�•eed that ihe City naay cause any and al! such defective Work to be i•epaii•ed audlor reconstnicted with all associ�ted cosis thereof �ieing borne by the Pri��cipal ai�d tl�e Surety w�de�• tlais Maintenanec bond; aFicl PKOVIUED FURTHFR, that if'any le�al action be fiied on this Bond, venue sh�►11 lie in Tarl•ant Cc�uniy, "I'exas or the U�iited States District Court foi• the Not�thern District of Te;cas, rart Worth Division; ai�d � PROVIllED �URTHER, that tliis obligatio�� shalt be continuous in nacure and successive i�ecoveries roay be hati JYereon for successive breaches. C}'1'Y OF FORT 1VQRT1 � Fnri l: in ih :lilirntr.�e:•tir�iorr ... Rclrrrf.�ilirrr�io,� nj Ti,.ri,r�i�': t! i�hriirr� S'FAtJDARD CONSI'RUC"CJQN SPFCIPTCA'iION pOCl3I�1ENT'S Projccr tr: r1'U;S Revised July t, 2Ul ) �r 00(l 19-3 MAINTPNANCI: I30NI> 1'agc 3 oF3 i Il\` VVITNESS WIIEIi.�OF, tlie Principa] a��d t}ie Surety have e�cli SIGN�D aiid SEALL-'D this 2 instrument by duly autlinrized agencs a�id ofrcers on tliis the ��,__ day of 3 _�____�r_-��_�___� , 20�. „ 4 I i � I. � G 7 8 r g 9 'l 10 � I1 ATTEST: 12 � ' ]3 _ 1.4 (Priucipal) Secretaty 45 i6 !7 � �� - 20 �' ness a• to rincipal 1 �1 � 22 23 24 25 ?� 27 23 � �9 ATTE : 30 al 32 ( rc . ) Secretar 33 r �, �4 - I i �� i ' � �{.Q-�� 35 �Vitness as to Sui�ety � 36 PR]NCIPA[.: �y GAS Contr�cting, GP, EAS Contracting, LP LLC, Cener�l P�rhier �_ ` -- — B l': Si�iature Lawrence Pinzel Vice President GAS Conh'acting, LP N�me and Title Actdress_ 13995 Diplomat Drive, Suite 300 Farmers Branch. TX 75234 SUR�TY, Hartford Fire Insurance Company � �� % -- � �J" V ` �; BY: Signat •c Amber Jones, Attorney-in-Fact Nanie and Title ��v Address: One Hartford Plaza Hartford. CT 06155 Telephone Nwnber: (860) 547-5000 �� 7 �''1`Tote; If� signect by an of�cer of the Sui-ety Company, there must be on #ile a certified extract 38 fi•om the by-laws sh��ving that this pe��son has authority te� sign such obiigation. Tf 39 Surety's physicai address is different fi�o�� its mailing address, both must be provided. �A The dlte of tl�e bond shall not bc prior to tk�c date the Coutract is awarded, 41 CITY OF PORT R�ORTIi 1•'nr� tf'o,llt:tilicnrrc Air��nr? •-/ic�ImGilrtnlir�ir uJ'Trr.riir�tp: i l.1;lr,ir�.� 5TANbARD CONS'I'RUC'f10N SPF.C[FICAT[ON DOCUMENTS P,�qjecr �i. (J�(1d8 Ra��ised July I, 20] 1 CONSENT iN LIEU OF ANNUAL MEETING OF THE SOLE MANAG�R CJF EAS CONTRACTING GP, L�C The undersigned, being the soie Manager of EAS Contracting GP, �LC, a Texas limited liability company (the "Company"), does hereby, pursuant to the Regulations of the Company, give his written consent: {a) to the waiving of the notice of the annual meeting of the Managers of the Company; and, (b) to the taking of the following actions, which actions could have been taken by him had said meeting been held. The following resolutions shall be, and they hereby are, adopted; RESO�VED, that the following persons be, and they hereby are elected as the officers of the Company until the next annual meeting of the Managers of the Company or until their successars shall be duly elected and qualified to serve: Chairman President Vice President Vice PresidenUTreasurer Vice President/Secretary - Jerry Mills - Carroll Edwards - l.awrence Pinzel - John Wall - Sue Mills FURTHER RESOLVED, that all authoritiss given, campensation voted, elections held, appaintments made, proceedings had, actions taken and things done by the Managers and officers of the Company from the date of their last election to the date hereof, and all resolutions adopted by the Managers of the Company during said period are hereby approved, ratified and confirmed. EXECUTED as af the 3rd day of December, 2010. � - - . ,/��1/ � � �/ �� ► � IMPORTANT NOTICE You may contact your agent. To obtain information or make a complaint: You may call Hartford Insurance Group at the toll free telephone number for information or to make a complaint at: 1-800-392-7805 AVISO IMPORTANTE Para obtener informacion o para someter una queja. Puede comunicarse con su agente. Usted puede Ilamar al numero de telefono gratis de The Hartford Insurance Group para indormacion o para someter una queja al 1-800-392-7805 You may also write to The Hartford: The Hartford Hartford Financial Products 2 Park Avenue, 5t" Floor New York, New York 10016 1-212-277-0400 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: Usted tambien puede escribir a The Hartford. The Hartford Hartford Financial Products 2 Park Avenue, 5t" Floor New York, New York 10016 1-212-277-0400 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 You may write the Texas Department of Insurance 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas P.O. Box 149104 P.O. Box 149104 Austin, TX 78714-9104 Austin, TX 78714-9104 Fax Number (512) 475-1771 Fax Number (512) 475-1771 ' Web: http://www.tdi.state.tx.us Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for your information only and does not become a part or condition of the attached document. DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con su agente primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. F-4275-1, ./TX4275-1 HR 42 H006 00 0807 Producer Campensation Notice t ► ._-<. ,. ;k�;"=,- �r ' � � + � You can review and obtain information on The Hartford's producer compensation practices at www,thehartford.com or at 1-800-592-5717 . HR 00 H093 00 0207 O 2007, The Hartford Page 1 of 1 POWER OF ATTORNEY Direct lnquiries/Claims to: THE HARTFORD Bond T-4 One Hartford Plaza Hartford, Connecticut 06155 call: 888-266-3488 or fax: 860-757-5835) KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 46-506046 X� Hartford Fire Insurance Company, a corporation duly organized under the laws ofthe State ofConnecticut � Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana x0 Hartford Accident and Indemnity Company, a corporation duly organized under the la�vs ofthe State ofCounecticut 0 Hartford Underwriters Insurance Company, a corporation duly organized under the la�vs oftlie State of Comiecticut � Twin City Fire Insurance Company, a corporation duly organized under the laws ofthe State of ludiana � Hartford Insurance Company of Illinois, a corporation duly organized under the laws ofthe State of Illinois � Hartford Insurance Company of the Midwest, a corporation duly organized under the laws ofthe State of Indiana � Hartford Insurance Company of the Southeast, a corporation duly organized under the laws ofthe State of Florida having their home office in Hartford, Connecticut (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of Unlimited . Nancy Bertel, Amber Jones, Paulette Konrad, Darrin J. Weber of DALLAS, Texas � il their true and lawFul Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by �, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the pertormance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on August 1, 2009, the Companies have caused these presents to be signed by its Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. �1Y i1�� W WrrY �tt H F�i 4 e s d � ci �io�� ,� ��"w� s, a'' o�VM1j � 'r.c� :4iwone.r;�� F 19!!7' M ��' 3':J��.,vo.��o�`'- �rt'�eowaurru p � js � _ �.,�. e ��av ^ : ' � . . �;- . Y�, +wa► E Y ��.\�axie�t,cv/o ��LUM► -��1DT0 0 ��1D70 �,� 1979 A � � ��, f'`' �i��% ~�''anrn�� J�bYA'o�A+�b+ • � ��l1I�01S�y"` � i�ii�s^ ��h • - - - "'++w.�.�o"�" � '� -^•?-� �� Wesley W. Cowling, Assistant Secretary STATE OF CONNECTICUT � ss. Hartford COUNTY OF HARTFORD � � . ; ��`� �� M. Ross Fisher, Vice President On this 12th day of July, 2012, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so a�xed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. ��I A�4�y "��'��'9� ��:�i.E,u-v� j �l? r-a�t,rQ . •u:,.,� ■ "�" Kathleen T. Ma}mard CERTIFICATE Notary Public My Commission E�pires July 31, 2016 I, the undersigned, Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of �� Y Signed and sealed at the City of Hartford. � ��.,�,-� � .� �.�rruki � i�u x xF�IEPs �s� � u eo�, ��.� �'a'wr""`w ,r..F o a V� �!'�` ...!40 .a P o �R�Wr�.� � o� : ��eeo.ienr.} ^ f ►01! T ��oaarvV� ;: \�M�re.��o. ^i r?�aeoiudur:a ,. '�` �~ � �� S :F.'��'. 8 � j � B 6 7 . -, i � �r _ • �c 1 � �" ` ; � a ♦r�.�►` y.�•., . �:�.,x�aa,cr1+ �rauM' q€ ;^:,IB70 � �1p�0�I�� ,a�y ]979 � ! .:.�,.� �� ' ��a "lyY.......,ib4 �! 5*y . .'.j.� ��+..J�4� �/,. ..v�� f �!`:' �AT� A o 1� • , (11�01s�/•' IO�� ... 0 � ' s,r '��NFr�� : /�L` 1��/��U ,M1 i J. +I � `, i: Gary W. Stumper, Vice President POA 2012 '� � 00 Gl 2S - 1 CERT'IFICATE OF INSUFtANCE Page I of 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 SECTION 00 G125 CERTIFICATE OF 1NSITRANCE END OF SECTION CITY OF FORT WORTH Fort Wor•th ,4J/iance �f i� yort — Rehabilitation of Taxiwa�� ,� Lighling STf1NDARD CONSTRUCTION SPECIFICATION DOCLJMENTS 02043 Revised July l, 201 I STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CIT'Y OF FORT WORTH STANDAI2D CONSTRUCTION SPECIFCATION DOCiJIviEN'I�S Revision: Dacember2l, 2012 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Terminology .......................................................................................................... l 1.01 Defined Terms ............................................................................................................................... l 1.02 Tenninology ..................................................................................................................................6 Article2— Preliminary Matters ......................................................................................................................... 7 2.01 Copies of Documents .......................................................:............................................................ 7 2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7 2.03 Starting the Work ..........................................................................................................................8 2.04 Before Starting Construction ........................................................................................................ 8 2.05 Preconstruction Conference .......................................................................................................... 8 2.06 Public Meeting .............................................................................................................................. 8 2.07 Initial Acceptance of Schedules .................................................................................................... 8 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 Docuinents .................................................................10 3.05 Reuse of Documents ...................................................................................................................10 3.06 Electronic Data ............................................................................................................................11 Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Enviromnental Conditions; Reference Points ........:................................................................................................... l l 4.01 Availability of Lands ..................................................................................................................11 4.02 Subsurface and Physical Conditions ..........................................................................................12 4.03 Differing Subsurface or Physical Conditions .............................................................................12 4.04 Undergrouud Facilities ...............................................................................................................13 4.05 Reference Points .........................................................................................................................14 � 4.06 Hazardous Environmental 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 Certificates of Insurance .............................................................................................................16 5.04 Contractor's Insurance .......................................................................:.................:...................... 18 5.05 Acceptance of Bonds and Insurance; Option to Replace ...........................................:...............19 Article 6 — Contractor's Responsibilities ...................................................:....................................................19 G.O1 Supervision and Superintendence ...............................................................................................19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMHNI'S Revision: December2l, 2012 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 6.0G Concerning Subcontractors, Suppliers, and Others ....................................................................24 6.07 Wage Rates ..................................................................................................................................25 6.08 Patent Fees and Royalties ........................................................................................................... 26 G.09 Permits and Utilities ....................................................................................................................27 6.10 Laws and Regulations ................................................................................................................. 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 G.23 Right to Audit .............................................................................................................................. 34 6.24 Nondiscrimination .......................................................................................................................35 Article 7- Other Work at the Site .................................. 7.01 Related Work at Site .................................. 7.02 Coordination ............................................... ................:............................... 35 ................................................ 35 ................................................ 36 Article 8 - City's Responsibilities ...................................................................................................................36 8.01 Communications to Contractor ................................................................................................... 36 8.02 Furnish Data ................................................................................................................................36 8.03 Pay When Due ............................................................................................................................3G 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 Construcrion ........................................................................... 37 9.01 City'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 STANDARD CONSTRUCTIUN SPECIFCATION DOCUMENTS Recision: Decc�cnUer21, 2012 Article 10 - Changes in the Work; Claims; Extra Work ....:........................................................................... 38 10.01 Authorized Changes in the 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 lO.00 Contract Claiins Process .............................................................................................................40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41 11.01 Cost of the Work ......................................................................................................................... 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 Tune .................................................................4G 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 Correction or Removal of Defective Work ................................................................................ 50 13.07 Correction Period ........................................................................................................................ 50 13.08 Acceptance of Defective Work ................................................................................................... 51 13.09 City May Correct Defective Work .......:..................................................................................... 51 Article 14 - Payments to Contractor and Completion .................................................................................... 52 14.01 Schedule of Values ............................................................................................:.................:....... 52 14.02 Progress Payments ...................................................................................................................... 52 14.03 Contractor's Warranty of Title ................................................................................................... 54 14.04 Partial Utilization ........................................................................................................................55 14.05 Finallnspection ...........................................................................................................................55 14.06 Final Acceptance .....................................................:...................................................................55 14.07 Final Payment ..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release ........................................................ 56 14.09 Waiver of Claims ........................................................................................................................ 57 Arricle 15 - Suspension of Wark and Termination ..... 15.01 City May Suspend Work .......................... 15.02 City May Terminate for Cause ................ 15.03 City May Terminate For Convenience.... .................................................................................. 57 .................................................................................. 5 7 ....................................................... ........... ...........58 .................................................................................. 60 Article16 - Dispute Resolurion ...................................................................................................................... 61 16.01 Methods and Procedures .............................................................................................................61 ' CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOC[.JIvIEN'I�S , Revision: Dacemlxr2l, 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 CITY OF FORT WORTH STt1NDt�RD CONSTRUCTION SPECIFCATION DOCIJMEN'PS Recision: I�nUer21, 2012 00 �z oo - i General Conditions PAge 1 of 63 ARTICLE 1— DEFINITIONS AND TERNIINOLOGY 1.01 Defined Term.s A Wherever used in these General Condirions or in other Contract Documeuts, the tertns listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the de�nirion 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 de�ued, tertns 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 graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract D'ocuments. 2. Agr•eement—The written instrument which is evidence of the agreement between City and Contractor covering the Wark 3. Application for Payment—The form acceptable to City which is to be used by Contractor � during the course of the Work in requesting progress or final payments and which is to be � accoinpanied 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. Bidder=The individual or entity who submits a Bid directly to City. 8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requir�ements—The advertisement or Tnvitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — 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. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Dcry — A day consisting of 24 hours measured from midnight to the next midnight. CiTY OF FORT WORTII STANDAItD CONSTRUCTION SPECIFCATION DOC'UMENTS , Revision: Dece�xilxc2l, 2012 00 72 00 - I General Conditions Page 2 of 63 13. Change Or�der—A document, which is prepared and approved by the Ciry, 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. Ciry— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibiliry 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 whorn Contractor has entered into the Agreement and for whom the Worlc is to be performed. 15. Ciry Atto�•nev — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. Ciry Council - The duly elected and qualified goveniing body of the City of Fort Worth, Texas. 17. City Manage�� — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claz�n—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 tliird party is not a Contract Claim. 19. Cont�•act—The entire and integrated written docmnent 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. Gont��act Docz.�mems—Those items so designated in the Agreement. All items listed in the Agreeinent are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Co�atract Pr�ice—The moneys payable by City to Contractor for completion of the Work in accordance with the Conh-act Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Trme—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. ContNactof=The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDAItD CONSTRUCTION SPECIFCATION DOCLJMENTS Reeision: Dece�nber2l, 2012 oonoo-i General Conditions Page 3 of 63 25. Damage C'laims — A demand for money or services arising from the Project or Site from a third party, City or Contractar exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Dif�ectof• of Aviatio�� — The officially appointed Director of the Aviation Departtnent of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Communify S'ervices — The ofiicially appointed 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 and Develop�nent — The officially appointed Director of the Plznning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportatzon Public Works — The officially appointed Directar of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Dit•ector of Wate�� Department — The officially appointed Director of the Water Depariment of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. � 32. Drawings—That part of the Contract Documents prepared ar approved by Engineer which � graphically shows the scope, extent, . and character of the Work to be performed by ; Contractor. Submittals are nat 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 signed ; and delivered by the last of the two parties to sign and deliver. 34. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas perfornung professional services for the City. ' 35. Extr•a Woriz — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra 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 Eugineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 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 sarisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCIJMFiN'TS , Revision: Dccember2l, 2012 00 �z oo - i General Conditions Page 4 of 63 38. Final Inspectio�� — Inspection carried out by the Ciry to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in confonnance with the Contract Documents. 39. Gene��al Requiremems—Sections of Division 1 of the Contract Documents. 40. Hazardozrs Envii•onme»tal Conditiof�—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazaf^doirs 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 tirne. 42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Lierrs—Charges, security interests, or encumbrances upon Project funds, 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 City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed—A written notice given by City to Contractor iixing the date on which the Contract Time will conlmence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCB,s Polychlorinated biphenyls. 49. Pet�rolezrrn—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperahue and pressure (EO degrees Fahrenheit and 14.7 potmds 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 WORTH STANDAFtD CONSTRUCTION SPECIFCATION DOCLJMENTS Revision: Decanber2l, 2012 oo�zoo-i General Conditions Page 5 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. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioacfive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples—Physical examples of materials, equipment, or workmanship 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. Schedule of Submittals—A schedule, prepared and inaintained 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 Ciry upon which the Work is to be performed, including rights-of-way, pertnits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 61. Specifications—That part of the Coritract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attaclunent 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 STANDARD CONSTRUCTION SPECIFCATION DOCIJME.N"1'S Revision: Decen��21, 2012 00 �z oo - i General Conditions Page 6 of 63 63. Sarbmittals—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. Successf'ul Bidder=The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Super�intendent — T'he representative of the Contractor who is a�ailable at all times and able to receive instructions from the City and to act for the Contractor. 66. Sarpplementa�y Condrtions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplzef=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. Underground 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 control systems. 69. Unit P��ace Worlc—See Paragraph 11.03 of these General Conditions for defmition. 70. Weelzend Working Hoarr.s — 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 Docutnents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Chauge Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Wor•Icirrg 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 performance of the principal �nit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Te�•minolo�v A. The words 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 Cet•lain Ter•ms o�• Adjectives: CIT'1' OF FORT WORTH STANDARD CONSTRUCTIUN SPECIFCATION DOCIJMENTS Revision: Dece�nber2l, 2012 oonoo-i General Conditions Page'7 of 63 1. 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 City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an acrion or detetminarion of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, 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 Coutract 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. Fuf�ish, Install, Pet form, P��ovide: � l. The word "Furnish" 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 � furnishing and incorporating in th� 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 �fDocuments 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 Commencetnent of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCiJMENTS , Revision: Dacenil�er21, 2012 oonoo-i General Conditions Puge 8 of 63 2.03 �S"taNting the Wo��k 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 Startirrg Const��uction Baseli�e Schedzrles: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstructzon Corr ference 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 City. 2.07 I�titial Acceptance of Schedule,s No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accardance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereo 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 Docuinents or from prevailing custoin or trade usage as being required to produce the indicated result will be provided whetlier or not,specifically called for, at no additional cost to City. ' C. Clarifications and interpretations of the Contract Documellts shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections 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 conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDt1FtD CONSTRUCTION SPECIFCATION DOCT JMENTS Revision: Decanlxr2l, 2012 oonoo-i 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 subparagraph head'mg "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 Reference Standards� 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 Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Docutnents. No such provision or instniction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work ar any duty or authoriry to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reportir�g and Resolvif�g Discre�ancies A. Reporting Discreparrcies: Contractor's Review of Contract Documents Before Starting Work: Before 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 prornptly report in writing to City any conflict, error, ambiguity, 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. Corrtractor's Review of Con�ract Documents During Perfof-mance 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 CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCLJIvfEN'PS Revision: Daee�nber2l, 2012 00 72 00 - 1 General Conditions Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents �mless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except 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, inanual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govenl over those shown in the proposal. 3.04 Amendir�g and Sz�pplementing Cont�•act Documents A. The Contract Documents inay be amended to provide for additions, deletions, and revisions in the Work or to modify the ternls 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, inay 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 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: have or acquire any title to or ownership rights ui any of the Drawings, Specifications, or other documents (ar copies of any thereofl 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 CONSTRUCTIUN SPECIFCATION DOCLJMENTS Revision: Decenil��21, 2012 00 72 00 - 1 General Conditions Page I 1 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic inedia format of text, data, graphics, or other types are furnished only far the convenience of the receiving party. Any conclusion or information obtained or derived froin such electronic files will be at the user's sole risk. If there is a discrepancy between the elecironic files and the hard copies, the hard copies govern. B. When transferring documents in electronic rnedia format, the transferring party makes n� representations as to long tenn 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 El�'VIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availabaliry ofLands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must coinply in performing the Work. City will obtain in a timely manner and pay for easements for permanent stn�ctures or permanent changes in existing facilities. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding ri�t-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 Doctunents must consider any outstanding right-of-way, and/or easements. 2. The Ciry 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 Docurnents must consider any outstanding utilities ar obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable writteti request, City shall fi�rnish Contractor with a current statement of record legal ritle and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCIIMENTS Revision: Dace�nl�u21, 2012 00 �z oo - i GenerAl Conditions Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface at�d Physical Conditiaf7s A. Reports and D�•awings: The Supplementaty Conditions identify: 1. 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 stntctures at the Site (except Underground Facilities). B. Limited Relzance by Confractor on Technical Data Aarthorzzed: 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 reparts 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 prograins incident thereto; or 2. other data, interpretations, opinions, and inforniation contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical dzta" or any such other data, interpretations, opinions, or information. 4.03 Di, ff �ering Subsr.��face or Physical Condition,s A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: l. 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 froin that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially frorn conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCiJMENTS Revision: Dec.ember2l, 2012 00 �z oo - i General Conditions Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further 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 City in writing about such condition. B. Possible Price and Time Adju.rtments Contractor shall not be entitled to any adjustinent in the Contract Price or Contract Time if 1. Contractor knew of the existence of such conditions at the time Contractor made a final comrnitment to City with respect to Contract Price and Contract Titne 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 Undef�^ound Tacilifies A. Shown o�� Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: l. City and Engineer shall not be responsible for the accuracy or completeness of any such infonnation 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 Indicated: L 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 performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCiJMENTS Revision: Dacauber2l, 2012 00 �2 00 - i General Conditions Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence ar location of the Underground Facility. Conn-actor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order inay 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 miniinum of 48 hours in advance of construction iucludiug exploratory excavation if necessary. 4.05 Reference Poarrts A. City shall provide engineering surveys to establish reference points for constniction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary inethod 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 ar property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor: The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or rernoved by the Contractor or any of his einployees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full a�nouut will be deducted from paytnent due the Contractar. 4.06 Hazardoar,s Envaronmental Cohditio�r at Site A. Repo��s and Drawangs: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the ' Site. " B. Limited Reliance by Cantrac�o�� of� Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained iu such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identiiied in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their off'icers, 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 mea.ns, methods, tecl�niques, sequences and procedures of CITY OF FORT WORTH STANDt1RD CONSTRUCTION SPECIFCATTON DOCUMEN'I�S Revision: December2l, 2012 00 �2 00 - i General Conditions Page I S of G3 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 ar information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Conditiou 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 far 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 necessiry to retain a qualified expert to evaluate such condition or take corrective 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; ar(ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contracror does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree 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 fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmles,s City,,from and again.st all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and othef• professionals and all couf7 or arbitration or other dispute resolution costs) arising out of or_ �•elatif�g to a Hazardous Envir•onmental Condrtion created by C'ontractor or by at2yone .for whom Conlr•actor is responsible. Nothing in �his Parugraph 4.06.G shull obligate Contractor to indemrrify any indivzdual or entity frotn and agairrsz the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. C1TY OF FORT WORTH STANDARD CONSTRUCTIUN SPECIFCATION DOCiIIviEN'I'S Revision: Dacc�iil�•21, 2012 oonoo-i General Conditions Page 1G of 63 ARTICLE 5— BONDS AND INSURANCE 5.01 Lacensed Surelies and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplernentary Conditions. 5.02 Perfoi�marrce, Payment, and Mait�tenarrce Bo��ds A. Contractor shall furnish performauce and payment bonds, in accordance with Texas Government Code Chapter 2253 or suecessor statute, each in an amount equal to the Contract Price as security for the faithful perfarmance 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 reinain 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 otlierwise 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 Coinpanies" as published in Circular 570 (ainended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared banknipt ar becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, Uoth of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 C'er•tificate.s of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the _ Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCLJMENT'S Revision: Decc�n�t�21, 2012 00 �z oo - i General Conditions Page 17 of 63 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. 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 raring 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 Subrogation (Rights of Recovery) in favor of the City. 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 I provided shall not be construed as a waiver of Contractor's obligation to maintain such lines � , ofinsurance coverage. If inst�rance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance far any differences is required. Excess Liability shall follow form of the primary coverage. 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 warranty period, whichever is longer. An annual certif'icate 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 City desires additional insurance coverage; and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CIT'Y OF FORT WORTH STANDARD CONSTRUCTIUN SPECIFCATION DOCLJMEN'I'S Revision: Dzcemlxr2l, 2012 oonoo-i Ge�eral Conditions Page 18 of 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 deeined necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the 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 confonn 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 payinent of insurance preiniwn costs for Contractor's insurance. 5.04 Contractor ;s InsuYance A. Wot�kers Compensation and Employers' Liability. Contractar shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outliued in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minirnum 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 perfonnance 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. claiins 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. Commercial Gene�°al Liabili.ry. 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 prirnary insurance with respect to any other CIT'Y OF FORT WORTH STANDAIiD CONSTRUCTION SPECIFCATION DOCUIvIEN'I'S Revision: Decenilx.��21, 2012 oonoo-i General Conditions Page 19 of 63 insttrance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are norrnally 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 coverage for a minimum of no less than three (3) years following the cornpletion of the project (if identified in the Supplementary Conditions). C. Autornobale Liabilary. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly ar 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. Raib•oad Protective Liabiliry. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been proci�red. There shall be no time credit for days not worked pursuant to this section. 5.05 Acce�tance of Bonds und Insurance; Option to Replace If City has any obiection 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). Contraetor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or inaintain 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 rneans, methods, tecluiiques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCiJMF.Ni'S Revision: Dace�til�•21, 2012 00 72 00 - 1 General Conditions Page 20 of 63 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 given to or received from the Superintendent shall be binding on Contractar. C. Contractor shall notify the Ciry 24 hours prior to moving areas during the sequence of construction. 6.02 Labo�; Working Ho�rs A. Contractor shall provide competent, suitably qualified persarmel 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 tliereto, and except as otherwise stated in the Contract Documents, all Wark 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 Ciry's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 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 Eqrripment 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 aud incidentals necessary for the perfonnance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as speciiied or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly nin to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as fo the source, kind, and quality of materials and equipment. CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENT'S Revision: Dacc�nlxr2l, 2012 oonoo-i General Conditions Page 21 of 63 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 Docwnents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule 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 pravided below. l. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustrnents in the Project Schedule that will not result in changing the Contract Time. Such adjustments will colnply 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 O1 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjusttnents in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material ar equipment is speciiied 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, functian, 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 permitted, other items of inaterial or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or-Equal " Item,s: If in Ciry's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related 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 City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; � CTTY OF FORT VJORTH _ STANDARD CONSTRUCTION SPECIFCATION DOCIIMENTS Revision: Daccint�•21, 2012 00 �z oo - i General Conditions Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Wark: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Item,s: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.OS.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient infornlation as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of inaterial 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 O1 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 design; b) be similar in subst�nce to that specified; c) be suited to the same use as that speci�ed; 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 design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCiJIvIEN'I'S Revision: Decenilxr2l, 2012 00 72 00 - 1 General Conditions Page 23 of 63 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 speci�ed; 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. S�bstitute Construction Methods ot� Procedures: If a specific means, method, technique, sequence, or procedure of constructian is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedt�re of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to Ciry for review in the same manner as those provided in Paragraph 6.OS.A2. C. Ciry's Evalzration: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs G.OS.A and G.OS.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "ar-equal" or substitute will be ordered, installed or utilized imtil 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 Guat�antee: City may require Contractor to fumish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. C'ontractor shall indemnify and hold harnzless Citv and anyone directly or indirectiv employed by them from and against any and all claims, damages, losses and expenses (including attor�neys fees) ar•ising out of the use of sub,stitz�ted matef•ials or equipment. E. City ;s Cosf Reimbu�•semerrt: 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 reiinburse 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 shall provide all data in support of any proposed substitute or "or-equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCIIMENl'S Revision: Ikcc�nlxr2l, 2012 00 �z oo - i General Conditions Page 24 of 63 G. C.�ry Substitute Reimbursement: Costs (savings ar 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 Cof�cef•nzng Subcontracto�s, Supplie�s, and Othefs A. Contractor shall perforin 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. Contractar shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity 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 inay froin time to tilne 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. Buszness Diversit�� Enterp��ise Ordi�ance Compliarrce: 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 coniractual 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: 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. 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 procedures outlined in the Ordinance. Contractor shall, upon request by City, allow an audit and/or examination of any books, recards, or. files in the possession of the Contractor that will substantiate the actual work perfornled by an MBE and/or SBE. Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with tk�e City for a period of not less than tl�ree years. E. Contraetor 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 Docwnents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCLJIvIENrS Revision: Dacember2l, 2012 00 72 00 - I General Conditions Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subconiractor, 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 coordinaring the Work of Subcontractors, Suppliers, and other individuals or entities_ 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 funiishing any of the Work shall communicate with Ciry 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 specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Doctunents for the benefit of City. 6.07 Wage Rates A. Dut�� to pay Prevazling 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. Penaltv,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 penalry shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violation,s and City Detei�minaiion of Good Cause. On receipt of information, including a coinplaint 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 informarion, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the. difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. ' CITY OF FORT WORTH ' STANDARD CONSTRUCTION SPECIFCATION DOCUMENT'S Revision: DacanU'.�r21, 2012 oo�aoo-i General Conditions Page 26 of 63 D. Arbitration Reqi�ired if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected 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 arbitratar 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. Recor�ds to be Maintained The Contractor and each Subcontractor shall, for a period of tlu-ee (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each warker 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. Pr�og��ess 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 requireinents of Chapter 2258, Texas Govenlment Code. , G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Sirbconn•acto�° Co��plrance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royaltie,s A. Contractor shall pay all license fees and royalties and assiune all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent riglits 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 rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To lhe.fi�llest exle��t pe��mitted by Law.s and Rcgzrlations, ContYactot� shall indemnify and hold ha�•mless Ciry, from and agdinst all claims, costs, losses, and damages (including but not limited to all fees and charges of engineer.s, architects, attorneys, and other p��ofessionals and all court or arbitration or other daspute yesolution cos7s) arising out of or f�elating to any infringernet�t of patent rights or copyrights if�cident to the use in the performance of the Work or resulting fi^om CITY OF FORT WORTH STANDAItD CONSTRUCTION SPECIFCATION DOCIIIvfEN'I'S Revisioa Decc�xil� 21, 2012 00 �z oo - i General Conditions Page 27 of 63 /hC Zi4COY�701"pllOYl IJ? lhE WOi�k of any invention, design, process, product, of� device not specifzed in the Contract Documents. 6.09 Permits af�d Utilitie,s A. Contructor obtained permits and licenses. Contractor shall obtain and pay for all construction pernuts 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 governmental 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 Effecrive Date of the Agreement, except for permits provided by the City as specified in 6.09.B. Ciry shall pay all charges of utility owners for connections for providing pernianent service to the Work B. City obtai»ed permits crnd licenses. City will obtain and pay for all pennits 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 pertnit. If the Contractor initiates changes to the Contract aud the City approves the changes, the Contractar is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired pennit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Artny Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding pe�mits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A_ Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the perfonnance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the Ciry shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs 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 C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCIJIv1EN'I'S . Revision: Dacanber2l, 2012 00 �z oo - i General Conditi�ns Page 28 of 63 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 Contractar 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 Tiine: 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as ameuded), the Contractor may purchase, rent or lease all rnaterials, 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 certi�cate 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 perinits and infonnation inay be obtained from: 1. Comptroller of Public Accounts Sales T� Division Capitol Station Austin, TX 78711; or 2, http://www.window.state.tx.us/taxinfo/taxforius/93-fot7ns.htinl 6.12 Llse of Sile and Other• Areas A. Limitution on Llse of Site arrd Othef� Areas: 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 Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the Ciry, 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 finish the section on which operations are in progress before work is commenced ou any additional area of the Site. CIT'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCIJMEN'I'S Revision: Dacanber2l, 2012 00�2oo-i General Conditions Page 29 of G3 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 Claim. 4. Pursuant to Paragraph 6.21, Cof�tractor shall indemnify and hold har•mless Ciry, from and ; against all claim,s, costs, losses, and damages aNising oz�t of or relating to any claim or ac�ion, legal or equitable, br�ought by any,such owne�� o�• occupant against Ci.ry. B. Removal of Debris During Perf'or•mance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, nibbish, and other debris. Reinoval and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance 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 pracedure, the City may take such direct action 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. Fincrl Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean 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 Structza�es: 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 Reco�d Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and amiotated to show changes made during construction. These record documents together with all approved Samples aud a counterpart of all accepted Submittals will be ayailable to City 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 iterns. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCLJMEN'PS Revision: Daeeinlxr2l, 2012 00 72 00 - I General Conditions Page 30 of 63 take all necessary precautions for the safety 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, paveinents, roadways, structures, utilities, and Underground Facilities not designated for reinoval, relocation, or replacement in the course of construction. B. Contractor shall coinply with all applicable Laws and Regi.ilations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when 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 progra�n, if any, with which City's employees and representatives inust comply while at the Site. E. All damage, injury, ar loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly einployed 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 Contractor. 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 Safe.ryRepresentatzve Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.1 G Hazard Cotnma�nication Progt•ams . Contractor shall be responsible for coordinating any exchauge of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergertcies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant cmr oF Fo�tT wox� STANDARD CONSTRUCTION SPECIFCATION DOCIJMENTS Revision: Uacc�nlxr2l, 2012 oonoo-i General Conditions Page 31 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 Contractor in respanse to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such 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 Proiect. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Subinittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Speci�ications. 5. For-Information-Only submittals upon which the City 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 Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog nutnbers, the use for which mtended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CiTY OF FORT WORTH STANDAIZD CONSTRUCTION SPECIFCATION DOCiJMENTS Revision:lk�ce�tilxr2l, 2012 oonoo-i General Conditions Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1, City will provide timely review of required Submittals in accardance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to detennine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Ciry's review and acceptance will not extend to means, lnethods, tecimiques, 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. T'he review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Doctunents unless Contractor has complied with tl�e requirements of Section O1 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing 1he Woriz Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreernents 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. 6.20 Conti-acto��'s General Warranty and Guaruntee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Doctunents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 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 CITY OF FORT WORTH STANDAItD CONSTRUCTION SPECIFCATION DOCiJMF,N"Z'S Revision: Dece�nlxr2l, 2012 oonoo-i General Conditions Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perfonn and complete the Work in accordance with the Contract Documents shall be absolute. 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: l. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the 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 wark or property resultiug therefroin 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 Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemni�cation A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its of�cers, agents, employees, subcontractors, licenses or invitees under this Contrac� THI� INDENINIFICATION PROVI�ION I� SP ,.IFI A.Y INT .NDED TO QPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEINC SOUCHT WE F.A T�ED. IN WHO .F nR iN PART. BY ANY ACT. ONIISSION �R NEGLIGENCE OF THE C.ITY. 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 acdons. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of tl�e 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. TI-IIS INDEMNIFICATION PROVISION I5 CiTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCtIIviENTS Revision: DacanUer21, 2012 oonoo-i General Conditions Page 34 of 63 �� : . .n � �z� � ; : r : . � : ► i ► � �. ..� �� : � � u ; � . ..� �; ► �:. : ;►� : �ui. �► �; ► ► � .� r G.22 Delegation ofProfes,sional Design Setvices A. Contractar will not be required to provide professional design services unless such seroices are specifically required by the Contraet Documents for a portion of the Work ar 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 desig�l professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certiiications, and Subrnittals prepared by such professional. Subinittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to Ciry. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph G22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with perfornlauce 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 Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to exarnine 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 Regizlar 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 Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers; and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCiJMENTS Revision: Decanber2l, 2012 oonoo-i General Conditions Page 35 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 Ciry 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. 624 Nondi,scrimination 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. Departmeut of Transportation and the Federal Transit Administration (FTA), without discrimivating 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 Regulations as further defined in the Supplementary Conditions for any proj ect receiving Federal assistance. ARTICLE 7— OTHER WORK AT THE SITE 7.01 Related Work at Site A. Ciiy 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 opporlunity 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, excavaring, or otherwise altering 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 execution and results of Contractor's Work. Gontractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT VVORTH STANDARD CONSTRUCTIUN SPECIFCATION DOCUMM�N'I'S Revision: Dc�cemlxr2l, 2012 oonoo-i General Conditions Page 36 of 63 7.02 Coordinatiof7 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 entiry 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 iteinized; and 3. the extent of such authoriry and responsibilities will be provided. B. Unless otherwise provided in the Supplemeutary Couditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSISILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall malce payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; RepoT^ts 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 contiguous 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 Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph � 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTIUN SPECIFCATION DOCiIMENTS Revision: Dece�nl�•21, 2012 00 7z oo - � General Conditions Page 37 of 63 8.07 Limitations on Ciiv's Respon,sibilities 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 failt�re 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. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condziiorr City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Complzance with Safery Program �, While at the Site, City's employees and representatives shall comply with the specific applicable i reqnirements of Contractor's safety programs of which City has been informed pursuant to ; Paragraph 6.14. ARTICLE 9— CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Repr�esentative City will provide one or mare Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of Gity's representative during constructiou 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 construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Proiect 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 greater degree of confidence that the completed Work will confonn 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCLJMM�NTS . Revision: Dax�nber2l, 2012 00 �z ao - i General Conditions Page 38 of 63 9.03 Author�ized Yariations it� 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 Tiine 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 coinpleted Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a fiinctioning 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 DeterrninationsforWorizPeffof•med Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with CoYitractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or mare accurate data). 9.06 Decisions on Reqziirements of Contract Doczrrnents and Acceptability of Worlc A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue refened will be final and binding on the Contractor, subject to the provisions of Paragraph 10.0E. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Aarthor�ized Changes in the Woriz A. Without invalidating the Contract and without notice to any surety, City may, at any time ar 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 speciiically 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 STANDARD CONSTRUCTIUN SPECIFCATION DOCIJMENT'S Revisiou: Deeanber2l, 2012 00 �2 00 - i General Conditions Page 39 of 63 10.02 Unauthorized Changes in tlie Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any wark performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph G.17. 10.03 Executio�� of Chaflge Orders A. City and Contractor shall execute appropriate Change Orders covering: l. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.O1.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including . any undisputed sum or amount of tiine for Work actually performed. 10.04 Extra Wor•k A. Should a difference arise as to what does or does not constitute Extra Work, or as to the paytnent thereof, and the City insists upon its performance, the Contractor shall 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 Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 NotiTcalion to Suret�� If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Doctunents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice wiil 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMEN'I'S Revision: Dace�iil�•21, 2012 00 72 00 - 1 General Conditions Page 40 of 63 10.06 Contract Claims Process A. Ciry's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notzce: 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 responsibiliry 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, witfi 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 rime for Contractor to submit additional or rnore accurate data in support of such Contract Claim). 3. A Contract Claiin for an adjustinent in Conh�act 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. 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 sttbmit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. Cit��'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 City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CIT'1' OF FORT WORTH STANDARD CONSTRUCTIUN SPECIFCATION DOCIIIvIEN'TS Revision: Dacanber2l, 2012 oonoo-i General Conditions Page 41 of 63 D. City's written acrion under Paragraph lO.OG.0 will be final and binding, 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 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY 1VI�ASUREMENT 11.O1 Cost of the Work A. Co.sts Included: The term Cost of the Work means the swn of all costs, except those excluded in Paragraph 11.O1.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 shall include but not be limited to the following items: 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 persomiel 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 Regular 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 furnished 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 far the Work. CITY OF FORT WORTH STANDt1RD CONSTRUCTION SPECIFCATION DOCIIMENTS Revisioo: Dzce�uUc�r21, 2012 oonoo-i General Canditions Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain comperitive 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 plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Wark and fee as provided in this Paragraph 11.01. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attomeys, 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 Oontractor'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 marlcet value, of such items used but not consumed which remain the properiy of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly einployed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and dainages (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 aud 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 piupose 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 FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Decettil�er21, 2012 00 �z oo - i General Conditions Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs E.xcluded: The term Cost of the Work shall not include any of the following items: Payroll costs and other compensation of Contractor's officers, 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 Coniractor's principal or branch office for general administration of the Work and not speci�cally included in the agreed upon schedule of job classifications referred to in Paragraph 11.O1.A.1 or specifically covered by Paragraph 1 l.Ol.A.4, all of which are to Ue 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. Any part of Contractor's capital expenses, including 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 geueral expense costs of any kind. C. Contf�actor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be deternuned as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Wark, Contractor's fee shall be determined as set forth in Paragraph 12A1.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.O1.A and 11.O1.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounring practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowance,s A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Ciry. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDAFtD CONSTRUCTION SPECIFCATION DOCLJMENTS Revision: D�emlxr2l, 2012 00 �z oo -1 General Conditions Page 44 of 63 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. Con�ingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be corresponduigly adjusted. 11.03 Unit Pf�ice 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 Wark 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 Agreement. 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 initial Conh•act Price. Determinations of the actual quantities and classifications 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 tmit price items shall Ue 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 i£ 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of sucli item indicated in the Agreelnent; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. 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. CTI'Y OF FORT WORTH STANDAItD CONSTRUCTIUN SPECIFCATION DOCLJMENT'S Revision: Decc�nUer21, 2012 00�2oo-i General Conditions Page 45 of 63 2. 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 party 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 Qarantity Mea,surement �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 € designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quanrity of autharized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased ar decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDAI2D CONSTRUCTION SPECIFCATION DOCiIMEiNrS Revision: Decanber2l, 2012 oonoo-i General Conditions Page 46 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 Change of Contract Przce 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 iteins involved (subject to the provisions of Paragraph 11.03); or 2. where tl�e Work involved is not covered by unit prices contained in the Contract Documents, by a mutually ageed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.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 smn or tmit price is not reached under Paragraph 12.O1.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.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 Wark: a. for costs incurred under Paragraphs 11.OI.A.1, 11.O1.A2. 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 ll.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.OI.C.2.b is that the Subcontractor who actually perfoi�ns the Work, at whatever CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCIJMENI'S Revision: Uacaril��21, 2012 oonoo-i GenerAl Conditions Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.O1.A.1 and 11.O1.A.2 and that any higher tier Subcontractor and Contractor will eacli be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.O1.A.6, and 11.O1.B; d. the amount of credit to be allowed by Contractor to City for any change which results ui 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 ContNact Time A. The Contract Time may only be changed by a Chauge Order. B. No extension of the Contract Tirne will be allowed for Extra 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 coiitemplated by Article 7, �res, floods, epidemics, abnonnal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) �sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide iriformation or material, if any, which is to be furnished by the City. ' CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCLTMEN'I�S Revision: Dacemlxr2l, 2012 00 �z oo - i GenerAl Conditions Page 48 of 63 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 given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Acces,s to Wor�k 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 mspect�ons or tests. B. If Contract Documents, Laws or Regulations 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 inspecrions, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplernentary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any iuspections, 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 desigcis, or equipment submitted for approval prior to Contractor's purchase thereof far incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may anange 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 Yiegative 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. CTI'Y OF FORT WORTH STANDAItD CONSTRUCTION SPECIFCATION DOCt7MENTS Revision: Dacember2l, 2012 00 72 00 - 1 General Conditions Page 49 of 63 Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any 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 Paragraph 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 Uf�covering Work A. If any Work is covered contrary to die 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 inake 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 claiins, 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 replaceinent of work of others); or City shall be eutitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase � in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 C'ity 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 DOCIIMENi'S Revision: Decea�.�r21, 2012 00 �z oo - i General Conditions Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defeciive Work A. Promptly after receipt of written notice, Contractor shall correct all defective Wark 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, attomeys, 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 correcting 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 warranty and guarantee, if any, on said Work. 13.07 CoYrection Peraod 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 permitted by Laws and Regulations as eonteinplated in Paragraph 6.IO.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 3, 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 otherland or areas resulting therefrom. B. If Contractor does not promptly coinply with the terms of City's written instiuctions, 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 reinoved 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 replaceinent of work of others) will be paid by Contractor. CIT'Y OF FORT WORTH STANDARD CONSTRUCTIUN SPECIFCATION DOCLJIviEN'I'S Revision: Daee�nlxr2l, 2012 oonoo-i General Conditions Page 51 of 63 C. In special circumstances where a particular item of equipment is placed 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 defecrive 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 correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be constnied as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Wof•k 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 all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for 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 Contraet Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 Ciry May Correct Defective Wor�Iz 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 City 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, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, Ciry 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 represeritatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the righ�s and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution ' CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOC'LJIvIENTS Revision: DecemUc�r21, 2012 00 �2 00 - i General Conditions Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, aud a Change Order will be issued incorporating the necessary revisions in the Contract Docmnents 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 Schedatle of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applicatzo»s fo�• Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requireinents 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 Docurnents. If payment is requested on the basis of inaterials alid 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 arrangements to protect City's interest thereiii, all of which tnust be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the 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 payrnents will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTIUN SPECIFCATION DOCLJMENTS Revision: DacemUer21, 2012 oo�zoo-i Generul Canditions Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Paytnent, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payinent 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 Paytnent a�id the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning 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 Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to 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 progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Coutractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the 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 contauied 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 STt1NDARD CONSTRUCTION SPECIFCATION DOCi JMENTS Revision: Dace�t�ber21, 2012 007200-I Ge�eral Conditions Page 54 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 tiine of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day speci�ed in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction i� Payn2ent: 1. City may refuse to make paytnent of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off a�ainst the amount recoimnended; or c. City has ach�al knowledge of the occurreYice 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 ainouut 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 Coutractor remedies the reasons for such action. 14.03 C.ond�actor's Wa��ranry of Tiile 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 all Liens. CTI'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATTON DOCUMENTS Revision: Dacenil�•21, 2012 00 �z oo - i General Conditions Page 55 of 63 14.04 Partial Utilization 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, deterinines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's perfonnance of the reinainder of the Work. City at any time may notify Contractor in writing to pernut City to use or occupy any such part of the Work which City determines 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. 2. 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 constihite 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: l, 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 immediately take such rneasures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be inade against the Contractor between said date of uotification of the City and the date of Final Inspection. Should the City determine 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 Firaal 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 DOCIIMENTS Revision: Dc�anb��r21, 2012 00 �z oo - i General Conditions Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor inay make an application for final payment following the procedure for progress 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 aud legally effective releases or waivers (satisfactory to City} of all Lien rights arising out of ar Liens filed in connection with the Work. B. Paymenl Becomes Dare: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum Ciry is entitled, including but not litnited to liquidated dainages, will becoiue 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 shall not relieve the Contractor of any guarantees or other requirements of the Contract Docwnents which specifically continue thereafter. - 14.08 Final C'ompletion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final 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 CIT'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCLJIvIEN"I'S Revision: DaeemUn•21, 2012 oonoo-i General Conditions Page 57 of G3 portion of the Wark 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. Partial Retairrage 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 all other work is completed as deterrriined by the City. Before the release, all submittals and �nal 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 furnished 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 C:ity May Suspend Work A. At any tiine and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary 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 witl�out the fault or negligence of the Contractor, and should it be detennined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of titne, Contractar inay 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 abstruct 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 far the cost of moving his equipment off the job and returning the necessary equipment to the job when it is detertnined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. ' CiTY OF FORT WORTH ' STANDARD CONSTRUCTION SPECIFCATION DOCiJMHNTS ' Revision: I)ecaxilxc2l, 2012 00 �z oo - i General Conditions Page 58 of 63 15.02 City May Te�•minate fo�� 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 equipinent, 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 #20020-1 2-20 1 1established under Paragraph 6.OG.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 workrnanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has inade an unauthorized assignment of the Contract or any funds due therefrom far 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 inore 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 perform the Work. Conference shall be held not later than 15 days, after receipt of notice. If the City, the Contractor, aud the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terrninated, Surety shall be obligated to take over and perform the Work. If Surety does not comrrience performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDAIZD CONSTRUCTIUN SPECIFCATION DOCIJMr:N�I'S Revision: D�ceitilxr2l, 2012 00�200-1 General Conditions Page 59 of 63 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 City 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. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the tmpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting froin coinpleting 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 City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. 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 shall not be entitled to any claim 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 terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. � - D. Where Contractor's services have been so tertninated by City, the termination will not affect any rights ar remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Coutractor by City will not release Contractor froin liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the terminatiori procedures of that bond shall not supersede the provisions of this Articie. CTIY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCtJMtiNl'S Re�7sion: Dace�nt�21, 2012 oonoo-1 General Conditions Page 60 of 63 15.03 Ciry May Tet•minate For Co��vef�ience 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 termination becomes effective. Receipt of the notice shall be deemed couclusively 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 tennination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to die 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 Coiitract as is not terminated; 3. tenninate 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 progress, 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 coinpleted, or partially completed plaus, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of tennination; and G. 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, certiiied as to quantity and quality, of any or . all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. C1T'Y OF FORT WORTH STANDARD CONSTRUCTION SPECffCATION DOCi JMENTS Revisian: Dac.�nber2l, 2012 007200-i General Conditions Page 61 of 63 D. Not later than 15 days thereafter, the Ciry shall accept title to such items provided, that the list °; submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to �nal settlement. E. Not later than 60 days after the notice of terminarion, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1, completed and acceptable 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 termination in performing 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 agree upon the whole amount to be paid to the Contractor by reason of the termination 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 tennination and shall pay to the Contractor the amounts detennined. Contractor shall not be paid on account of loss of anticipated pro�ts or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request far mediation shall be submitted to the other party to the Contract. Ti�nely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within GO days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.O6.0 or a denial pursuant to Paragraphs 10.06.C3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CTTY OF PORT WORTH STANDARD CONSTRUCTIUN SPECIFCATION DOCi.TMENT�S Revisian: l�n1�21, 2012 00 72 00 - 1 General Conditions Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires die giving of written notice, it will be deemed to have been validly given if: l. 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 ar certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes niust be promptly made in writing to the other party. C. Whenever the Contract Doctunents specifies giving notice by electronic means such electronic notice shall be deeined sufficient upon confirmation of receipt by the receiving party. 17.02 Com�utatdon of Times Vdhen 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 relnedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any riglits and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special wananty 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 WORTH STANDARD CONSTRUCTION SPECIFCATION DOCLJMEN"I'S Revision: Daeeml�•21, 2012 00 �z oo - i Ge�eral Conditions Page 63 of 63 17.04 Survival of Obligations All representations, indemnificarions, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payrnent, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings '' Article and paragraph headings are inserted for convenience only and do not constitute parts of these � General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS Revision: Ik�iilxr2l, 2012 THIS PAGE INTENTIONALLY LEFT BLANK 1 2 3 4 5 E, 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 �z 33 34 35 36 37 38 39 40 - 41 42 43 44 45 46 47 00 73 00 - 1 SUPPLEMENTARY CONDPI'IONS Page 1 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 moditled or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The te�ns used in these Supplementary Conditions which are defined in the General Conditions have the meaiung assigned to diem in the General Conditions, unless specifically noted herein. Modifications and Supplements The follovs�ing are instiuctions that modify or suppleinent specific paragraphs iu flie Ueneral Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.OlA Easement liinits 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 Coutract Drawings. SC-4.O1A.1., "Availability� of Lands" The follawing is a lisf of known outstanding right-of-way, and/or easements to Ue acquired. Outstanding Right-Of-Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER � OF POSSESSION NONE The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially fram the representations on the Contract Drawings, Contractor shatl witlun five (5) Business Days and before proceeding with the Work, notify City in wriking associated with the differing easement liue locations. CITY UF FORT WORTH For7 Wa7h A(/iance _4iryort —Rehabili/ation ojTa.riwcr}�.4 Lighting STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS 02048 Revised April 1, 2013 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 SC-4.O1A.2, "Availability of Lands" Utilities or obstructions to Ue removed, adjusted, and/or relocated The fallowing is list of utilities and/or obstructions that have not been removed, ldjusted, and/or relocated. 7 8 9 10 11 12 13 14 1s 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 EXPECTED UTILITY t1ND LOCATION OWNER •I►[T►`I y TARGET DATE OF ADNSTMENT The Contracror understands aud agrees that the dates listed above are estiuiates only, are not guaranteed, aud do not bind the City. SC-4.02A., "Subsurface and Ph,ysical Conditions" None. SC-4.06A., "Hazardous Environmental Conditions at Site" None. SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, ageuts �nd ernployees. (1) City of Fort Worth (2) Consultant: Jacobs Engineering Group Inc. (3) Other: None SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the followiug cover�ges for not less than the following amounts or greater where required by laws �nd re�illtions: S.04A. Workers' Compensation, under P�ragraph GG5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,U0U Disease - each employee $500,000 Disease - policy limit SG5.04B., "Contractor's Insurance" 5.04B. Commercial General Lilbility, under Paragraph GC-5.04B. Contractor's Liability Insurance wider Paragraph GG5.04B., which shall be on a per project basis covering the Conh-actor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit CTTY OF FORT WORTH Fort Worth Alliarrce.4iryort — Rehnbrlitation of Tn.riwn}' _Q Llgltl%itg STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Revised April I, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 00 73 00 - 3 SUPPLEbfENTARY CONDPTIONS Page 3 of 6 The policy must have an eudorsement (Ainendment — Aggregate Liinits of Insurance) makiug tl�e General Aggregate Limits apply separately to each_iob site. The Commercial Geueral Liability Insurance policies shall provide "X", "C", and "U" coverage's. Veriiication 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 Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an lmount not less thln the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", deiined as autos owned, hired aud non-owned. $1,000,000 each accident on � combined single limit basis. Split limits �re acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 PropertyDamage SC-5.04D., "Contractor's Insurance" The Contractor's constniction activities will require its employees, agents, subcoutractors, 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 Agreeme►iY' with the particnlar railroad company or companies involved, and to diis end the Contractor should satisfy itself as to the requireinents of each railroad company and Ue prepared to execute the right-of-entry (if any) required by a railroad compairy. 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 satisfactory to the City and to the Railroad Company for a terni that contiuues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occutrerice: _ Required for this Contract NONE NONE X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railrold company. However, if more than one grade separation or at-grade crossiug is affected by the Project at entirely separate locatious on the line or lines of the same railroad coinpany, separate coverage may be required, each in the amount stated above. 2. Where more than oiie railroad company is operating on the same right-of-�vay or where several railroad companies are involved and operated on theu own separate rights-oi=way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. CITY OF FORT WORTH For4 Worth Alliance.4i�yort — Rehabililatiox ojTnxiway.4 Ligh�ing STANDt\RD CONSTRUCTION SPECIFICATION DOC'IJMENTS 02048 Revised April 1, 2013 00 73 00 - 4 SUPPLEMENTARY CONDI'TIONS Page 4 of 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 3. If, in addition to a grade sepnration or an at-grade crossing, other work or activity is proposed on a railmad company's right-of-way at a location entirely separate from die grade separation or at- grade crossiug, insurance coverage far diis work must be included in flie policy covering the grade separation. 4. If no grade separatiou is involved but otl�er work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy for that railroad, even Uiough flie work may be at two or more separate locations. No work or activities on a railroad compiny's property to be perfarmed by the Contractor shall be conunenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad coinpany named, as required above. All such iusurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insuraiice speciiied above inust be canied until all Work to Ue performed on the railroad right-of-way h1s been completed and the grade crossing, if any, is no longer used by the Contractor_ In addition, insurance must be carried during �ll maintenance and/or repair work perfonned iu the railroad right-of-way. Such insurance must nauie the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Scl►edule" Project schedule shall be tier 3 for the project. SG6.07., "Wage Rates" The following is the prevailing wage rate taUle(s) applicable to tlus project and is provided in the Appendixes: Davis Bacon Wages SC-G.09., "Permits and Utilities" SC-6.09A., "Contractor oUtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: S WPPP SC-6.09B. "City obtained permits and licenses" The following are known perniits and/or licenses required by the Contract to Ue acquired by the City: NONE SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION NONE 50 TARGET DATE OF POSSESSION CITY OF FORT WORTH Fm4 Worl/1 Alliunce An7�ort — Relmbililalion of Ta.riwaJ� _4 Lighting STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS 02048 Revised April 1, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 007300-5 SUPPLENIENTARY CONDITIONS Page 5 of 6 SC-6.24B., "Title VI, Civil Rights Act of 19G4 as amended" During the performance of tlus Contract, the Contractor, for itself, its assignees and successors in interest (hereivafter referred to as the "Contractor") agrees as follows: L Compliance with Regulations: The Contractor shall comply �vith flie Regulation relative to nondiscrimination in Federally-assisted programs 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 incarporated by reference and made a part of this contract. 2. Nondiscrimination: The Contractor, witl� regard to the work performed by it during the contract, shall not discriminate on flie grounds of race, color, ar national origin, in the selection and retention of subcontractors, including procurements of mlterials and leases of equipment The Contractar shall not participate either directly or indirectly in the discriinination prolubited by 49 CFR, section 21.5 of the Regulations, includ'uig employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontractors, Including Procurements of MateriaLs and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, elch potential subcontactor or supplier sliall be notiiied by the Contractor of the Contractor's obligations under this contract and the Regulltions relative to nondiscrimination on the grounds of raee, color, or natioual origin. 4. Information and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall pernut access to its books, records, accounts, other sources of infonnation and its facilities as inay be deterinined by City or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any inforniation required of a contractor is in the exclusive possession of auother who fails or refuses to furnish this information the contractar shall so certify to flie City, or the Texas Department of Transportation, as appropriate, and shall set forth what efforts it h�s made to obtain the infonnation. 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, City shall iinpose such contract sanctions as it or the Texas Department of Transportation may determine to be appropriate, including, but not limited to: a. witl�liolding of payments to the Contractor under the Contract until flie 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 tlie provisions of paragraphs (1) through (6) in every subcontract, includiug procureineuts of materials and leases of equipment, unless exeinpt 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 Tex�s Department of Transportation may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request City to enter into such litigation to protect die interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the uiterests of flie United States. CITY UF FORT WORTH For•t GYor7h til/iance.4i�yor•t — Rehabili/atia� ojTnxiwny.4 Lighting STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS 02048 Revised April 1, 2013 007300-6 SUPPLEMENTARY CONDIITONS Page 6 uf 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Additioual Title VI requirements cau be found in the Appendix. SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Sco e of Work Coordination Au CPY Taxi4vay H Rehabilitation Darryl Boyd, P.E. SC-8.01, "Communications to Contractor" I►-`Cl�►i.�l SC-9.01., "City's Project Representative" The following finn is a consultant to the City responsible for const�uction management of this Project: Jacobs Engineering Group Inc. 777 Main Street Fort Worth, Texas 76102 817-735-6000 SC-13.03C., "Tests and Inspections" NONE SC-16.01C.1, "Metl►ods and Procedures" NONE END OF SECTION CiTY UF FORT WORTH For�I Wo1•th Alliance.4i�yor•t —Rehabilitaliai of Tariwn��.4 Lighting STANDAItD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Revised April 1, 2013 APPENDIX � GC-4.01 Availability of Lands: NONE GC-4.02 Subsurface and Physical Conditions: NONE GC-4.04 Underground Facilities: NONE GC-4.06 Hazardous Environmental Condition at Site: NONE GC-6.06.D Minority and Women Owned Business Enterprise Compliance: See Section 00-45-42. GC-6.07 Wage Rates: Copy of current Davis Bacon Wages provided. GC-6.09 Permits and Utilities: NONE GC-624 Nondiscrimination: Co��y of FFIWA-1273 provided. GR-01 60 00 Product Requireinents: City of Fort Worth Current Standard Products List provided. CITY OF FORT WORTH Fa7 tYa7h a(liance Airyor? — Rehabili/ntion of Taa•ix•ay A Lightlng STt1NDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Revised July l, 2011 GC-6.�6.D Minority and Women Owned Business Enterprise Compliance See Section 00-45-42 CITY OF FORT WORTH Fort tPorth Allim�ceAir�ort — RehaGilitalion ofTaxix�ap.9 Lighting STANDAItD CONSTRUCTIUN SPECIFICATION DOCi7MENTS 02048 Revised July 1, 2011 � GC-6.07 Wage Rates See Davis Bacon Wages. CiTY OF FORT WORTH For7 iPorth �Illiance Ai�port — RehoGilrtnlion ojTaxiway A Ligh6ng STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS 01048 Revised July 1, 2011 General Decision Number: TX140035 01/03/2014 fiX35 Superseded General Decision Number: TX20130035 State: Texas Construction Type: Highway Counties: Archer, Callahan, Clay, Collin, Dallas, Delta, Denton, Ellis, Grayson, Hunt, Johnson, Jones, Kaufman, Parker, Rockwall, Tarrant and Wise Counties in Texas. HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). Modification Number Publication Date 0 01/03/2014 * SUTX2011-007 0°/03/2011 Rates Fringes CONCRETE FINISHER (Paving and Structures) .......................$ 14.12 ELECTRICIAN ......................$ 19.80 FORM BUILDER/FORM SETTER Paving & Curb ...............$ 13.16 Structures ..................$ 13.84 LABORER Asphalt Raker ...............$ 12.69 Flagger .....................$ 10.06 Laborer, Common .............$ 10.72 Laborer, Utility............$ 12.32 Pipelayer ...................$ 13.24 Work Zone Barricade 5ervicer ....................$ 11.68 POWER EQUIPMENT OPERATOR: Asphalt Distributor.........$ 15.32 Asphalt Paving Machine......$ 13.99 Broom or Sweeper............$ 11.74 Concrete Pavement Finishing Machine...........$ 16.05 Concrete Saw ................$ 14.48 Crane Operator, Lattice Boom 80 Tons or Less........$ 17.27 Crane Operator, Lattice Boom over °0 Tons...........$ 20.52 Crane, Hydraulic 80 Tons or Less .....................$ 18.12 Crawler Tractor .............$ 14.07 Excavator, 50,000 pounds http://www. wdo l. gov/wdol/scaf iles/davisbacon/TX3 5. dvb'?v=0 or less .....................$ 17.19 Excavator, over 50,000 pounds ......................$ 16.99 ! Foundation Drill , Truck Mounted .....................$ 21.07 Foundation Drill, Crawler Mounted .....................$ 17.99 ', Front End Loader 3 CY or Less ........................$ 13.69 Front End Loader, over 3 CY.$ 14.72 Loader/Backhoe ..............$ 15.13 Mechanic ....................$ 17.68 Milling Machine .............$ 19.32 Motor Grader, Fine Grade....$ 17.19 Motor Grader, Rough.........$ 16.0� Pavement Marking Machine....$ 13.63 Reclaimer/Pulverizer........$ 11.01 Roller, Asphalt .............$ 13.08 Roller, Other ...............$ 11.51 Scraper .....................$ 12.96 5ma11 Slipform Machine......$ 15.96 ; Spreader Box ................$ 14.73 Servicer .........................$ 14.5° Steel Vdorker (Reinforcing).......$ 16.13 TRUCK DRIVER Lowboy-Float ................$ 16.24 Off Road Hauler .............$ 12.25 Single Axle .................$ 12.31 Single or Tandem Axle Dump ' Truck .......................$ 12.62 Tandem Axle Tractor with Semi Trailer ................$ 12.86 Transit-Mix .................$ 14.14 WELDER ...........................$ 14.84 ---------------------- ------------ — ------ ------------------ — WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii) ) . The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular http://www.wdol.gov/wdoUscafiles/davisbacon/TX3 5. dvb'?v=0 rate is union or non-union. Union Identifiers An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/O1/2011. The first four letters , PLUM, indicate the international union and the four-digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/Ol/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July l, 2011 in the above example. Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates. 0000/9999: weighted union wage rates will be published annually each January. Non-Union Identifiers Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non-union data. Example: SULA2004-007 5/13/2010. SU indicate5 the rates are not union majority rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date. Survey wage rates will remain in effect and will not change until a new survey is conducted. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the.matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour http: J/www. wdol. gov/wdol/scafiles/davisbacon/TX3 5, dvb'1v=0 Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. Vdith regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.} is yes, then an interested party (those affected by the action) can request review and reconsideration from the U]age and Hour Administrator ; (See 29 CFR Part 1.� and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. --------------------------------------------------- --------------------------------------------------- END OF GENERAL DECISION http://www.wdol.gov/wdoUscafiles/davisbacon/TX3 5 , dvb?v=0 GC-6.24 Nondiscrimination See FWI3A-1723. CiTY OF FORT WORTH Fort lvo�7h dlliance Ai�port — Rehabiliiaiion of Taxix•aPA Lighting STANDAItD CONSTRUCTIUN SPECIFICATION DOCI IMENTS 02048 Recised July 1, 201 I FHWA-1273 -- Revised May 1, 2012 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS I. General II. Nondiscrimination III. Nonsegregated Facilities IV. Davis-Bacon and Related Act Provisions V. Contract Work Hours and Safety Standards Act Provisions VI. Subletting or Assigning the Contract VII. Safety: Accident Prevention Vill. False Statements Conceming Highway Projects IX. Implementation of Clean Air Act and Federal Water Pollution Control Act X. Compliance with Govemmentwide Suspension and Debarment Requirements XI. Certification Regarding Use of Contract Funds for Lobbying ATTACHMENTS A. Employment and Materials Preference for Appalachian Development Highway System or Appalachian Locai Access Road Contracts (included in Appalachian contracts only) I�ej�,1� 7\� 1. Form FHWA-1273 must be physically incorporated in each construction contract funded under Title 23 (excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for suppiies or services). The applicabie requirements of Form FHWA-1273 are incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. Form FHWA-1273 must be inciuded in all Federal-aid design- build contracts, in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services). The design-builder shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposai documents, however, the Form FHWA-1273 must be physically incorporated (not referenced) in all contracts, subcontracts and lower-tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 2. Subject to the applicability criteria noted in the foliowing sections, these contract provisions shaii apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to alI work pertormed on the contract by piecework, station work, or by subcontract. 3. A breach of any of the stipulations contained in these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final payment, termination of the contract, suspension / debarment or any other action determined to be appropriate by the contracting agency and FHWA. 4. Selection of Labor: During the pertormance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal-aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation. The term Federal-aid highway does not include roadways functionally classified as local roads or rural minor collectors. II. NONDISCRIMINATION The provisions of this section related to 23 CFR Part 230 are appiicable to all Federal-aid construction contracts and to all related construction subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or a�chitectural service contracts. In addition, the contractor and ail subcontractors must comply with the following policies: Executive Order 11246, 41 CFR 60, 29 CFR 1625-1627, Titie 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as.amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60- 1.4(b) and, for al► construction contracts exceeding $10,000, the Standard Federai Equal Employment Opportunity Construction Contract Specifications in 41 CFR 60-4.3. Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1625-1627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with Titie 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), and Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The foliowing provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA requirements. 1. Equal Employment Opportunity: Equal emp�oyment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625-1627, 41 CFR 60 and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the contracting agency and the Federal Government to ensure that it has made every good faith effort to provide equal opportuniiy with respect to ail of its terms and conditions of employment and in their review of activities under the contract. b. The contractor wili accept as its operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during empioyment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: empioyment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, pre-apprenticeship, and/or on-the- job training." 2. EEO Officer: The contractor wili designate and make known to the contracting officers an EEO Officer who wiil have the responsibility for and must be capable of effectively administeting and promoting an active EEO program and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, wiil be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel o�ce employees wiil be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minorities and women. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, appiicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy wiil be brought to the attention of employees by means of ineetings, employee handbooks, or other appropriate means. 4. Recruitment: When adve�tising for employees, the contractor wili include in all advertisements for employees the notation: "An Equal Opportunity Empioyer." All such advertisements will be placed in pubiications having a large circulation among minorities and women in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet fhis requirement, the contractor will identify sources of potential minority group employees, and estabiish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractor's compliance with EEO contract provisions. Where implementation of such an agreement has the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions. c. The contractor will encourage its present employees to refer minorities and women as applicants for employment. Information and procedures with regard to referring such applicants will be discussed with empioyees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading; promotion, transfer, demotion, layoff, and termination, shaii be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The conlractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alieged discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such complaints, and wiil take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall inciude such other persons. Upon compietion of each investigation, the contractor will inform every complainant of all of their avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minorities and women who are applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job ciassification involved. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a). c. The contractor wili advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor wiil periodically review the training and promotion potentiai of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women. Actions by the contractor, either directiy or through a contractor's association acting as agent, will include the procedures set forth below: a. The contractor wiil use good faith efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment. b. The contractor will use good faith efforts to incorporate an EEO ciause into each union agreement to the end that such union wiil be contractualiy bound to refer applicants without regard to their race, color, religion, sex, nationai origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency and shali set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the time limit set forth in the coilective bargaining agreement, the contractor will, through independent recruitment efforts, fill the empioyment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is ob�igated to provide exciusive referrals under the terms of a coilective bargaining agreement) does not relieve the contractor from the requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the contracting agency. 8. Reasonable Accommodation for Applicants ! Employees with Disabilities: The contractor must be familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations established there under. Employers must provide reasonable accommodation in ali employment activities unless to do so would cause an undue hardship. 9. Selection of Subcontractors, Procu�ement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, nationai origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall take ali necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. a. The contractor shall notify all potential subcontractors and suppiiers and lessors of their EEO obligations under this contract. b. The contractor will use good faith effo�ts to ensure subcontractor compliance with their EEO obligations. 10. Assurance Required by 49 CFR 26.13(b): a. The requirements of 49 CFR Part 26 and the State DOT's U.S. DOT-approved DBE program are incorporated by reference. b. The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shaii carry out appiicabie requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the contracting agency deems appropriate. 11. Records and Reports: The contractor shall keep such records as necessary to document compiiance with the EEO requirements. Such records shall be retained for a period of three years following the date of the final payment to the contractor for all contract work and shall be available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA. a. The records kept by the contractor shali document the following: (1) The number and work hours of minority and non- minority group members and women employed in each work ciassification on the project; (2) The progress and efforts being made in cooperation with unions, when applicabie, to increase employment opportunities for minorities and women; and (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities and women; b. The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project, indicating the number of minority, women, and non-minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. The staffing data should represent the project work force on board in aIl or any part of the last payroll period preceding the end of July. If on-the-job training is being required by special provision, the contractor will be required to collect and report training data. The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July. III. NONSEGREGATED FACILITIES This provision is applicable to ali Federal-aid construction contracts and to all related construction subcontracts of $10,000 or more. The contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex, or national origin cannot resuit. The contractor may neither require such segregated use by written or orai policies nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location, under the contractor's control, where the facilities are segregated. The term "facilities" includes waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms; and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing provided for employees. The contractor shall provide separate or single-user restrooms and necessary dressing or sleeping areas to assure privacy between sexes. IV. DAVIS-BACON AND RE�ATED ACT PROVISIONS This section is applicabie to ali Federal-aid construction projects exceeding $2,000 and to all related subcontracts and lower-tier subcontracts (regardiess of subcontract size). The requirements apply to ail projects located within tne right-of- way of a roadway that is functionaliy classifed as Federal-aid highway. This excludes roadways functionally classified as locai roads or rurai minor collectors, which are exempt. Contracting agencies may elect to apply these requirements to other projects. The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5 "Contract provisions and related matters" with minor revisions to conform to the FHWA- 1273 forrnat and FHWA program requirements. 1. Minimum wages a. All laborers and mechanics employed or working upon the.site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis-Bacon Act on behalf of Iaborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.d. of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actuaily performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). �aborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under paragraph 1.b. of this section) and the Davis-Bacon poster (WH-1321) shali be posted at ail times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b.(1) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be empioyed under the contract shali be classrted in conformance with the wage determination. The contracting o�cer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (i) The work to be performed by the classification requested is not pertormed by a classification in the wage determination; and (ii) The classification is utilized in the area by the construction industry; and (iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (2) If the contractor and the laborers and mechanics to be . employed in 4he classification (if knownj, or their representatives, and the contracting officer agree on the classffication and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, wili approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (3) In the event the contractor, the laborers or mechanics to be employed in the ciassification o� their representatives, and the contracting officer do not agree on the proposed classffication and wage rate (inciuding the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of aii interested parties and the recommendatio� of the contracting o�cer, to the Wage and Hour Administrator for determination. The Wage and Hour Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (4) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs 1.b.(2) or 1.b.(3) of this section, shall be paid to all workers pertorming work in the classification under this contract from the first day on which work is performed in the classification. c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. d. If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2. Withholding The contracting agency shall upon its own action or upon written request of an authorized representative of the Department of �abor, withhold or cause to be withheld from the contractor under this contract, or any other Federal contract with the same prime contractor, or any other federally- assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpets, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3. Payrolis and basic records a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the woric and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shali contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a pfan or program described in section 1(b)(2)(B) of the Davis- Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the pian or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actuai cost incurred i� providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. b. (1) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payroils to the contracting agency. The payrolis submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shali not be included on weekiy transmittais. Instead the payrolis shall only need to include an individually identifying number for each employee ( e.g. , the iast four digits of the empioyee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at http://www.dol.gov/esa/whdlformslwh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by alI subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this sectinn for a prime contractor to require a subcontractor to provide addresses and sociai security numbers to the prime contractor for its own records, without weekly submission to the contracting agency.. (2) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (i) That the payroll for the payroll period contains the information required to be provided under §5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under §5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is correct and complete; - (ii) That each laborer or mechanic (including each he�per, apprentice, and trainee) employed on the contract during the payroll period has been paid the fuil weekly wages eamed, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (3) The weekiy submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 3.b.(2) of this section. (4) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of titie 31 of the United States Code. c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this section available for inspection, copying, ortranscription by authorized representatives of the contracting agency, the State DOT, the FHWA, or the Oepartment of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the FHWA may, after written notice to the contractor, the contracting agency or the State DOT, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 4. Apprentices and trainees a. Apprentices (programs of the USDOL). Apprentices will be permitted to work at less than the predetermined rate for the work they pertormed when they are employed pursuant to and individuaily registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligibie for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registere.d or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice petforming work on the job site in excess of the ratio permitted under the registered program shail be paid not less than the applicabie wage rate on the wage determination for the work actually performed. Where a contractor is pertorming construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the joumeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate spec�ed in the registered program for the apprentice's level of progress, expressed as a percentage of the joumeymen houMy rate specitied in the applicable wage detertnination. Apprentices shali be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. if the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work perFormed until an acceptabie program is approved. b. Trainees (programs of the USDOL). Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding joumeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any empioyee listed on the payroil at a trainee rate who is not registered and participating in a training plan approved by the EmploymenE and Training Administration shall be paid not less than the appiicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee perForming work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicabie wage rate on the wage determination for the work actuaily performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Equal employment opportunity. The utilization of apprentices, trainees and joumeymen under this part shall be in conformity with the equai employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. d. Apprentices and Trainees (programs of the U.S. DOT). Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal-aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 5. Compliance with Copeland Act requirements. The contrac�or shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any subcontracts and also require the subcontractors to inciude Form FHWA-1273 in any lower tier subcontracts. The prime contractor shall be responsible for the compiiance by any subcontractor or Iower tier subcontractor with aii the contract clauses in 29 CFR 5.5. 7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 8. Compliance with Davis-Bacon and Related Act requirements. Afl rulings and interpretations of the Davis- Bacon a�d Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes ciause of this contract. Such disputes shall be resoived in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 10. Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's frm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. V. CONTRACT WORK HOURS AND SAFEN STANDARDS ACT The following clauses apply to any Federal-aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shail be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such Iaborer or mechanic receives compensation at a rate not less than one and one-haif times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individuai laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1.) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1.) of this section. 3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2.) of this section. 4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a ciause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compiiance by any subcontractor or lower tier subcontractor with the clauses set fo�th in paragraphs (1.) through (4.) of this section. VI. SUBLETTING OR ASSIGNING THE CONTRACT This provision is applicable to all Federal-aid construction contracts on the National Highway System. 1. The contractor shall perforrn with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the totai original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty items pertormed may be deducted from the total original contract price before computing the amount of work required to be pertormed by the contractor's own organization (23 CFR 635.116). a. The term "perform work with its own organization" refers to workers employed or leased by the prime contractor, and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be included in this term if the prime contractor meets ali of the following conditions: (1) the prime contractor maintains control over the supervision of the day-to-day activities of the leased employees; (2) the prime contractor remains responsible for the quality of the work of the leased employees; (3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the submission of payrolls, statements of compliance and all other Federal regulatory requirements. b. "Specialty Items" shall be construed to be limited to woric that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overail contract. 2. The contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions, 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct pertormance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting officer determines is necessary to assure the pertormance of the contract. 4. No portion of the contract shali be sublet, assigned or otherwise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. 5. The 30% self-peNormance requirement of paragraph (1) is not applicable to design-build contracts; however, contracting agencies may establish their own self-pertormance requirements. VII. SAFETY: ACCIDENT PREVENTION T h i s p r o v i s i o n i s applicable to all Federal-aid construction contracts and to all related subcontracts. 1. In the performance of this contract the contractor shail comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the contracting officer may determine, to be reasonabiy necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the pertormance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any empioyee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her heaith or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (4� U.S.C.3704). Vill. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS T h i s p r o v i s i o n i s appiicable to all Federal-aid construction contracts and to all related subcontracts. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal- aid highway projects, it is essential that all persons concerned with the project perform theirfunctions as carefully, thoroughly, and honestly as possible. Willful faisification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, Form FHWA-1022 shall be posted on each Federal-aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: 18 U.S.C. 1020 reads as foilows: "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or faise report as to the character, quality, quantity, or cost of the materiai used or to be used, or the quantity or quality of the work pertormed or to be pertormed, or the cost thereof in connection with the submission of plans, maps, speciflcations, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any fa�se statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be pertormed, or materiais furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federai-aid Roads Act approved July 1, 1916, (39 Stat. 355), as amendec and supplemented; Shall be fined under this title or imprisoned not more than 5 years or both." IX. IMPLEMENTATION OF CLEAN AtR ACT AND FEDERAL WATER POLLUTION CONTROL ACT This provision is applicable to all Federal-aid construction contracts and to ail related subcontracts. By submission of this bid/proposai or the execution of this contract, or subcontract, as appropriate, the bidder, proposer, Federal-aid construction contractor, or subcontractor, as appropriate, will be sleemed to have stipulated as foilows: 1. That any person who is or will be utilized in the performance of this contract is not prohibited from receiving an award due to a vioiation of Section 508 of the Clean Water Act or Section 306 of the Clean Air Act. 2. That the contractor agrees to include or cause to be included the requirements of paragraph (1) of this Section X in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. X. CERT�FICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal-aid construction contracts, design-build contracts, subcontracts, lower-tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,00� or more — as defined in 2 CFR Pa�ts 180 and 1200. 1. Instructions for Certification — First Tier Participants: a. By signing and submitting this proposai, the prospective first tier participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. d. The prospective first tier participant shail provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime br general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier ParticipanY' refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier ParticipanY' refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). f. The prospective first tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voiuntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-�ower Tier Covered Transactions;' provided by the department or contracting agency, entering into this covered fransaction, without modification, in aIl lower tier covered transactions and in alI solickations for lower tier covered transactions exceeding the $25,000 threshold. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily exciuded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as weli as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (https://www.epls.aov/), which is compiled by the General Services Administration. i. Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate fhis transaction for cause or default. ...«� 2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion — First Tier Participants: a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals: (1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency; (2) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezziement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; - (3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this certification; and (4) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or locai) terminated for cause or default. b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant shail attach an explanation to this proposal. 2. Instructions for Certification - Lower Tier Participants: (Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue availabie remedies, including suspension andlor debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. You may contact the person to which this proposai is submitted for assistance in obtaining a copy of those regulations. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federai funds and a participant (such as the prime or general contract). "�ower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier ParticipanP' refers to the patticipant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). °Lower Tier ParticipanY' refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingiy enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titied "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exciusion-Lower Tier Covered Transaction," witnout modification, in all lower tier covered transactions and in ali solicitations for lower tier covered transactions exceeding the $25,000 threshold. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily exciuded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as weil as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (https:!/www.epls.qov/), which is compiled by the General Services Administration. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the cettification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered lransaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligibie, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Govemment, the 10 department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. ...�. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exciusion--Lower Tier Participants: 1. The prospective lower tier participant certifies, by submission of this proposai, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. .�... XL CERTIFICATION REGARDWG USE OF CONTRACT FUNDS FOR LOBBYING This provision is applicable to all Federal-aid construction contracts and to ali related subcontracts which exceed $100,000 (49 CFR 20). 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowiedge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behaif of the undersigned, to any person for - influencing or attempting to influence an officer or employee of any Federai agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of ' Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other ihan Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an o�cer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit 5tandard Form-L�L, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is af material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penaity of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in aIl lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. 11 A?TACHMENT A- EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS This provision is applicable to ail Federal-aid projects funded under the Appalachian Regional Development Act of 1965. 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonabiy may be, done as on-site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful coilective bargaining contract, provided that the number of nonresident persons empioyed under this subparagraph (1 c) shali not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph (4) below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perForm the contract work, (b) the number of employees required in each c�assification, (c) the date on which the participant estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, the participant shaii promptly notify the State Employment Service. 3. The contractor shall give fuli consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the ciassification of work required. 4. If, within one week following the piacing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fili positions covered by the certificate, notwithstanding the provisions of subparagraph (1c; above. 5. The provisions of 23 CFR 633.207(e) allow the contracting agency to provide a contractual preference for the use of mineral resource materials native to the Appalachian region. 6. The contractor shall inciude the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on-site work. iFa GR-01 60 00 Product Requirements See City of Fort Worth Current Standard Product List. C1TY OF FORT WORTH Fort tPa7h �111innceAir�ort — Rehabilitntion ojTasixwpA Lighrtng STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS 02048 Recised July 1, 2011 THIS PAGE INTENTIONALLY LEFT BLANK Division 34 - Transportation City of Fort Worth City -Wide Standard Products List Specification No. Specification Name . Product Type Manufacturer Product Name/Description/Model No. 34 41 10 34 41 10 34 41 10 34 41 10 34 41 10 34 41 10 34 41 10 34 41 10 34 41 10 34 41 10 34 41 10 34 41 10 34 41 10 34 41 10 34 41 10 34 41 10 34 41 20 I 34 41 20 34 41 20 34 41 20 34 41 20 34 41 20 34 41 20 34 41 30 34 41 30 34 41 30 Traffic Signals Traffic Signals Traffic Signals Traffic Signals Traffic Signals Traffic Signals Traffic Signals Traffic Signals Traffic Signals Traffic Signals Traffic Signals Traffic Signals Traffic Signals Traffic Signals Traffic Signals Traffic Signals Roadway Illumination Assemblies Roadway Illumination Assemblies Roadway Illumination Assemblies Roadway Illumination Assemblies Roadway Illumination Assemblies Roadway Illumination Assemblies Roadway Illumination Assemblies Aluminum Signs and Sin Posts Aluminum Signs and Sign Posts Aluminum Signs and Sign Posts 34 41 30 Aluminum Signs and Sign Posts 34 41 30 Aluminum Signs and Sign Posts 34 41 30 Aluminum Signs and Sign Posts Traffic Signal Head Assemblies LED Countdown Signal Head Assemblies 'Pedestrian Push Button Assemblies 'Radar Detection Systems 1Video Imaging Vehicle Detection Systems Emergency Vehicle Preemption Systems 'Battery Back -Up Systems IDetector Cables I Multi -Conductor Cables 'Power Lead-in Cables Ground Boxes Traffic Signal Structures Hardware (Coatings) Advanced Warning Flasher Assemblies Pedestal Services Loop Sealant Omamental Assemblies Lighting, Fixtures Luminaires Street Light Poles Street Light Arms Lamps Photo Cells Sign Blanks Acrylic Overlay Film Non -Reflective Vinyl Film Engineering Grade Retroreflective Sign Sheeting with Pressure Sensitive Adhesive Backing Very -High -Intensity Retroreflective Sign Sheeting with Pressure Sensitive Adhesive Backing in Florescent Colors High -Intensity Prismatic Retroreflective Sheeting with Adhesive Backing Expiration Approval Date \ Date limitations Page 1 of 2 Division 34 - Transportation City of Fort Worth City -Wide Standard Products List �pece; jrcatien No. Speciftcation Name "'Induct Type Manufacturer - 7'roductNahre/Descriptiun/ModeLNo . Approval Date ahOn Date Super -High -Efficiency Full Cube 34 41 30 Aluminum Signs and Sign Posts Retroreflective Sheeting with Pressure Sensitive Adhesive 34 41 30 Aluminum Signs and Sign Posts Telescoping Steel Sign Posts 34 41 30 Aluminum Signs and Sign Posts Hardware Limitations Page 2 of 2 CITY OF FORT WORTH Bid Documents Package Folder Contents Checklist Item Item INCLUDED N/A COMMENTS 8� INITIALS No. � 00 11 13_Invitation to Bidders.doc 2 00 41 00 00 Bid Form 00 42 43 00 Proposal Fonn 3 00 45 11_Bidders Pre ualifications.doc 4 00 45 13 Bidders Qualification Application.xls 00 45 26 Contractor Compliance 5 with Workers Compensation Law.doc Complete Specifications and 6 Contract Document in pdf form (Referenced Specifications in Construction S ecifications Folder) 7 Con�plete Plan Set in pdf form $ Link to dwf sheets in Final Drawings Folder 9 Plan Holder Registration 1 o Plan Holder List (In Plan Holders Folder) 11 This Document 1 THIS PAGE INTENTIONALLY LEFT BLANK Division O1— General Requirements Specifications Fort Wo�th Alliance AiNpoNt — Rehabilitation of Taxiway A Lighting THIS PAGE INTENTIONALLY LEFT BLANK 1 2 3 PART1- GENERAL SECTION O1 11 00 SUMMARY OF WORK 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 10 11 12 1.2 oiiioo-i SUMMARY OF WORK P�ge 1 of 3 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0- Bidding Requirements, Contract Fonns, and Conditions of the Contract 2. Division 1- General Requirements PRICE AND PAYMENT PROCEDURES j 13 A. Measurement and Paymeut f 14 1. Work associated with this Item is considered subsidiary to the various iteins bid. � 15 No separate payinent will be allowed for this Item. � 16 1.3 REFERENCES [NOT USED) � 17 L4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work-Covered by Contract Documents l. Work is to include furnislung all labor, inaterials, and equipinent, and perfonning all Wark necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a rypical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price`bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the Ciry, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CiTY OF FORT WORTH Fort li�orlhAlliai�ceAripoi•t—Re)tabilitation ofTasiti��ay.-1 Lighling STANDARD CONSTRLJCTION SPECffICATION DOCiJMENTS 02045 Recised December 20, 2012 011100-2 SIJMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad pernut. S D, Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained pernussion froin the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 " 38 39 40 41 3. Unless specifically provided otherwise, clear all rights-of-way or easements of obstructions which must be removed to malce possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to aIl water, sewer, aud gas lines, to all conduits, overhead pole lines, or appurtenances thereof, inclucling the construction of teinporary 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 notiee 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 iu laud 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 nusconduct in tl�e manner or method or execution of the Work, or at any tiine 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 within easements, including removal, temporary closures and replacement, shall be subsidiary to the various iterns bid in the project proposal, unless a bid item is speci�cally provided in the proposal. CiTY OF FORT WORTH Fort !T'orth .411iance �li� port — Rehabilitation of Taxirvay ,1 Lighling STANDARD CONSTRLJCTION SPECffICATION DOCUMENTS 02048 Revised December 20, 2012 011100-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBNIITTALS [NOT USED] 2 1.G ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 L10 DELIVERY, STORAGE, AND I�ANDLING [NOT USED] 7 l.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] l0 PART 3- EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CiTY OF FORT WORTH Fort �f'orth .4/liance Ai� port — Rehabilitatiat ajTasiti��ay d Lighting STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01045 Revised Deceinber 20, 20] 2 THIS PAGE INTENTIONALLY LEFT BLANK oi zs oo - i SUBSTITUTION PROCEDURES Page I of 5 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 012.5 00 SUBSTITUTION PROCEDURES 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Speci�cation Seciions include, but are not necessarily limited to: 17 1. Division 0— Bidding Requirements, Contract Forrns and Conditions of the Contract 18 2. Division 1— General Requirements 19 L2 PRICE AND PAYMENT PROCEDURES 20 A. Measureinent and Payment ' 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. - � 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideratiou other products bearing other manufacturer's or vendor's naines; trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of inaterial may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting speci�ed requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Fo�� I4�orth .411ia»ce Ai� yort — Rehabi(itatia� of Tasitivay rI Lighting STANDARD CONSTRLJCTION SPECIFICATTON DOCt7MENTS 02048 Recised July 1, 2011 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 5 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 l. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated hereiYi 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2S 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 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 constniction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number aud representative contact name c) Specifcation Section or Drawing reference of originally specified product, including discrete name or tag number assigued to original product in the Contract Documents 2) Manufacturer's literature clearly rnarked to show compliance of proposed product with Contract Docuinents 3) Iteinized 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 requiremerits 4) Product experience a) I,ocation 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 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved; the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CTTY OF FORT WORTH Fort IYor�th Allrance .4i� yort — Rehabilitation af Tasiti��a}� �l Ligf�ting STANDARD CONSTRtICTION SPECIFICATION DOCUMENTS 01048 Revised July 1, 2011 012500-3 SUBSTITUTION PROCEDLJRES Page 3 of 5 1 2 3 4 5 6 7 8 9 l0 i1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 4. No additional contract tirne 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 Speci£ication Section c. In the City's opinion, acceptance will require substantial revision of ihe 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 fhat it will perform function for which it is intended 2. Will provide same guarantee for substitute itern 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] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 28 PART 3- EIXECUTION [NOT USED] 29 30 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Fort Ii�orth.411ianceAi�port —Rehnbilitadon ofTaxiti��ay,� Lighling STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098 Recised July 1, 2011 oi Zs oo - a SUBSTITUTION PROCEDURES P�ge 4 of 5 i 2 3 4 5 6 7 8 9 l0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3 (, 37 38 39 40 41 42 43 44 45 46 47 48 49 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION ITEM Proposed Substitutiou: _ Reason for Substitution: '• •�I �:_'.I SPECIFIED Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Bianks 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 are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone CTI'Y OF FORT WORTH STANDARD CONSTRLJCTION SPECIFICATION DOCUMENTS Recised July 1, 2011 _ Recoimnended _ Recommeiided _ Not recommended By Date Remarks Received late Fort id'or7hAl/iaivice.Ai�Po��t—Reltabilitation ofTaxiway,� Lighff�ag 02048 1 For Use by Ciry: 2 3 Approved 4 City CTI'1' OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Date Rejected Fort Fi�orth.4/lianceAiryor7—RehabiNtatiat ofTaxiway�l Lighting 01048 oizsoo-s SUBSTITUTION PROCEDURES Page 5 of 5 THIS PAGE INTENTIONALLY LEFT BLANK 01 31 19 - 1 PRECONSTRUCTION MEETING Paee 1 of 3 1 2 3 PART1- GENERAL 4 1.1 SiJM1VIARY SECTION 0131 19 PRECONSTRUCTION MEETING 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES lo 11 12 13 1.2 � 14 A. Measurement and Payment � 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED) ! 18 1.4 ADMIlVISTRATIVE REQUIREMENTS 19 20 21 22 23 24 25 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 precoustruction ineeting will �e 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. Contractors proiect manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request 26 27 28 29 30 31 32 33 34 35 36 37 38 CITY OF FORT WORTH Fort N'orih.411iance.4i�port—RehabiJrtation ofTasi��ay,l Lighling STANDARD CONSTRUCTION SPECffICATION DOCUMENTS 02048 Recised August 17, 2012 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 IS 16 17 18 19 zo 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 e. Other City representatives 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 a Status of right-of-way, utility clearances, easements or other pertinent pennits d. Contractor's work plan and schedule e. Contract Time £ Notice to Proceed g. Constructiou Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Docutnentation of Pre-Construction Conditions q. Weekend WorkNoti�cation r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Stonn 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 ce. Substitution Procedures - dd. Correspondence Routing ee. Record Drawings ff. Temporary eonstruction facilities gg. M/WBE, DBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CTTY OF FORT WORTH For•t Ii'or•t1�.411iaitccAiiport—Rehabilitation ofTaxiN�ayd Lighting STANDARD CONSTRLJCTION SPECffICATION DOCUMENTS 02048 Revised August 17, 2012 O1 31 19 - 3 PRECONSTRUCTION MEETING Pa�e 3 of 3 1 1S SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED] 7 1.11 FIELD [SI'TE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] lo PART 3- EXECUTION [NOT USED] I 1 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 C1TY OF FORT WORTH Fort if'or�h .Alliance.Ai�ya•t — RehabiJitation of Taxiti>>ay A Lighting STANDARD CONSTRUCTION SPECffICATION DOCUMENTS 02048 Recised August 17, 2012 THIS PAGE INTENTIONALLY LEFT BLANK 01 31 20 - i PR07ECT MEETIIIGS Page I of 3 1 2 3 4 5 PART1- GENERAL 6 1.1 SLTMMARY SECTION Ol 3120 PROJECT MEETINGS 7 A. Section Includes: 8 1. Provisions for project meetings tl�roughout the construction period to enable orderly 9 review of the progress of the Work and to provide for systematic discussion of l0 potential problems 11 B. Deviations this City of Fort Worth Standard Specification 12 1. None. 13 14 15 16 1.2 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES ;, 17 A. Measurement and Payment ; 18 L Work associated with this Item is considered subsidiary to the various items bid. E' 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMIIVISTRATIVE REQLTIREMENTS 22 A. Coordination 23 1. Schedule, attend and administer as specified, periodic progress meetings, and 24 specially called meetings throughout progress of the Work. 25 2. Representatives of Contractor, subcontractors and suppliers attending meetings 26 shall be qualified and authorized to act on behalf of the entiry each represents. 27 3. Meetings administered by City may be tape recorded. 28 a. If recorded, tapes will be used to prepare Lninutes and retained by City for 29 future reference. 30 4. Meetings, in addition to those speci�ed in this Section, may be held when requested 31 by the City, Engineer or Contractor. 32 B. Pre-Construction Tennant Meeting 33 1. After the execution of the Agreement, but before construction is allowed to begin, 34 attend 1 Public Meeting with affected tennants to: 35 a. Present projected schedule, including construction start date 36 b. Answer any construction related questions 37 2. Meeting Location 38 a. Location of ineeting to be determined by the City. CIT'I' OF FORT WORTH Fort �i�w•�h A1liance�i�yort—Rehabilitulian ofTaxiti��aJ,,i Lighting STANDARD CONSTRLJCTION SPECIFICATION DOCUMEI�TS 02048 Revised hdy l, 2011 013120-2 PRO7ECT MEETINGS Page 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1� 1g 19 20 21 22 23 24 25 _ 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 3. Attendees a. Contractor . 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 eonference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss speeific topics will be conducted on an as- needed basis. Such additional tneetings 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 c 4. 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. , Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whoin the Contractor may desire to invite or the City may request d. Engineer's representatives e. Ciry's representatives £ Others, as requested by the Project Representative 5. Preliininary Agenda may include: a. Review of Work progess since previous meeting b. Field observations, problems, conflicts c. Items which iinpede covstruction schedule d. Review of off=site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction coutracts 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 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents CTTY OF FORT WORTH Fort iT'a•Ih Alliance Ait yort — Rehabilitation of Taxiti+�a}� �1 Lighling STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02098 Recised July I, 2011 013120-3 PROJECT MEETINGS Page 3 of 3 1 0. Review monthly pay request 2 p. Review status of Requests for Information 3 G. Meeting Schedule 4 a. Progress meetings will be held periodically as determined by the Proiect 5 Representative. 6 1) Additional meetings may be held at the request of the: 7 a) City 8 b) Engineer 9 c) Contractor 10 7. Meeting Location 11 a. The City will establish a meeting location. 12 1) To the extent practicable, meetings will be held at tlie Site. 13 1.5 SUBMITTALS [NOT USED] 14 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 15 1.7 CLOSEOUT SUBNIITTALS [NOT USED) 16 1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE [NOT USED] 18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 PART 2- PRODUCTS [NOT USED] 22 PART 3- EXECUTION (NOT USED] 23 END OF SECTION 24 25 Revision Log DATE NAME SUMMARY OF CHANGE CiTY OF PORT WORTH Fort tf�rn•th .411iance Ai�porr — Rehabilitation of Tasitivay �1 Lighting STANDt1RD CONSTRUCTION SPECIFICATION DOCi.JMENTS 02048 Revised July l, 2011 THIS PAGE INTENTIONALLY LEFT BLANK 01321G-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 5 1 2 3 PART1- GENERAL �Y11�iT/._ : � SECTION 013216 CONSTRUCTION PROGRESS SCHEDULE 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Speci�c requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification I1 1. None. 12 13 14 15 1.2 16 17 1g 19 1.3 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 C. Related Specification Sections include, but are not necessarily liinited to: 1. Division 0— Bidding Requireinents, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES A. Measureinent and Payment 1. Work associated with tlus Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 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 proiects, including all bond program projects d. Tier 4- Schedule submittal required by contract as described in the Speci�cation 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 S- Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule - Monthly subinittal of a progress schedule documenting progress on the project and any changes anticipated. CiTY OF FORT WORTH For•t ti�orlh.4lliancedi�yor•t—RehAbiliration of Tariwa}�,� Lighling STANDARD CONSTRUCTION SPECIFICATI(�N DOCUMENTS ' 01098 Revised July l, 2011 01321G-2 CONSTRUCTION PROGRESS SCHEDULE Pa�e 2 of 5 1 4. Schedule Narrative - Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADNIIIVISTRATIVE REQLTIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost-loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be perfonned and kuown issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 17 18 19 B. Progress Schedule l. Update the progress Schedule monthly as required in the City of Fart Worth Schedule Guidance Document. 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 C. Responsibility for Schedule Compliance l. Whenever it becomes apparent froin 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) Inerease 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 nuinber of working hours per sluft, shifts per day, working days per week, the amount of construction equipment, or any coinbination of the foregoing, suf�cieutly to substantially eliininate the backlog of work 4) Rescheduie activities to achieve maximum practical concurrency of accomplishment of activities, aud comply with the revised schedule 2. If uo written stateinent 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. CTTY OF FORT WORTH Fort 1Yor•th .41liance .4i� yo�•t — Rehabilitation of Tasiti+�a�� l Lighting STANDARD CONSTRLTCTION SPECffICATI(�N DOCUMENTS 02048 Revised Jtdy 1, 2011 1 2 3 4 5 6 7 8 9 lo 11 1z 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 01321G-3 CONSTRUCTION PROGRESS SCHEDULE Paae 3 of 5 D. The Contract completion time will be adjusted only for causes specified in this Contract. . a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to deternune 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 �nds that the requested extension of time is entitled, the City's deternunation as to the total nwiiber 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 wluch a titne extension is requested but before the date of �nal 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, teclmical di�culties, 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 aceordingly. a) No additional compensation will be inade to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 3. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or bene�t 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. CiTY OF FORT WORTH Fort If�orth Alliance Airport — Rehabilitation af Taxiwa�� I Lighting STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Revised Jnly l, 2011 013216-4 CONSTRUCTION PROGRESS SCiiEDULE Page 4 of 5 1 2 3 4 5 6 7 8 9 l0 il 12 13 14 15 16 17 c. Acknowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activiries. E. Coordinating Schedule with Other Contract Schedules 1. 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 Ciry will determine the wark 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 Ciry shall be accepted as final, b. The temporary delay of any work due to such circumstances shall not be considered as justification for claiins for additional cotnpensation. 18 1.5 SUBNIITTALS 19 20 21 22 23 24 25 A. Baseline Schedule 1. Submit Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. a. Native file forniat includes: 1) Primavera (P6 or Primavera Contractor) 2. Subcnit draft baseline Schedule to City prior to the pre-construction meeting and bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file fonnat and pdf forrnat as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the inonth. 3o C. Schedule Narrative 31 1. Subtnit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Subiiut schedule nanative monthly no later than the last day of the month. 34 35 36 37 38 39 D. Subrnittal Process " 1. The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit docuinents as required in the City of Fort Worth Schedule Guidance Docuinent. 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. CITY OF FORT WORTH Fort Ii'or7h.4/lrance�i�por•r—Rehabilitation ofTasiwa��,l Lighting STANDARD CONSTRIJCTION SPECffICATION DOCUMENTS 02048 Revised July 1, 2011 013216-5 CONSTRUCTIONPROGRESS SCHEDULE Page 5 of 5 1 1.G ACTION SUBMITTALS/INFORMATIONAL SUSMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBNIITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED) 4 1.9 QUALITY ASSi7RANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is respov.sible for the quality of all subinittals in this section ineeting the 10 standard of care for the construction industry for siinilar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 VVAR][tANTY [NOT USED] 14 PART Z- PRODUCTS [NOT USED] 15 PART 3- EXECUTION [NOT USED] 16 END OF SECTION 17 18 Revision L.og DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Fa7 FYorth.411iunce,9irport —Rehabilitation ojTaxiway.l Lighting STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS 02048 Revised Jtily 1, 2011 THIS PAGE INTENTIONALLY LEFT BLANK O13300-1 SLTBMIITALS Page 1 of 8 1 2 3 PART 1- GENERA,I.. 4 1.1 SUIV7MARY SECTION Ol 33 00 SUBMITTALS 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from tivs City of Fort Worth Standard Specification 13 1. None. C. Related Specification Sections include, but are not necessarily linuted to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 14 15 16 17 1.2 18 A. Measureinent and Payinent 19 L Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for tlus Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQiTIREMENTS 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Coordination 1. Notify the Engineer 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 sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication fl Delivery g) Siinilar sequenced activities c. No extension of tiine will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CiTY OF FORT WORTH For•t (i�oi7h,4/liarice.9i��o1•t—Rehabilitatiort ofTaxitira}>A Lighting STANDARD CONSTRLJCTION SPECIFICATION DOCUiv1ENTS 02048 Re�zsed DeeemUer 20, 2012 013300-2 SLTBi�lITI'ALS P1ge 2 of S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 rs 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 d. Make submittals proinptly in accordauce with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering systein in the following manner: a. Use the first 6 digits of the applicable Specificatiou Section Number. b. For the next 2 digits number use numbers O 1-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubnussion of tt�e satne drawing (i.e. A=2nd submission, B=3rd subinission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial subtnittal under this Specification Section 3) B is the tlurd subinission (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, sainple aud product data subnutted by the Coutractor with a Certification Statement aff'ixed including: a. The Contractor's Coinpany name b. Signature of subinittal reviewer c. Certification Statement 1) `By this subinittal, I hereby represent that I have determined and verified Pield measureinents, field construction criteria, materials, diinensions, catalog numbers and similar data and I have checiced and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8`/2 inches x 11 inches to 8'/ inches x 11 inches. 2. Bind shop drawings aud 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 E. Submittal Content 1. The date of submission and the dates of any previous submissions CTTY OF FORT WORTH Fort ti'orth A/liance.9i�yort —Rehabilitatiorr of Ta.riway A Lighting STANDARD CONSTRLJCTION SPECIFICATION DOCUMENTS 02048 Revised December 20, 2012 013300-3 SLTB�IITTALS Paee 3 of 8 2 3 4 5 6 7 8 4. 5. 6. 2. The Project title and nutnber 3. Contractor identification 9 The names of: a. Contractor b. Supplier c. Manufacturer Identification of the product, with the Specification Section number, page and paragraph(s) Field dimensions, clearly identified as such l0 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification nuinbers 12 9. Identif cation by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custoin-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled infonnation c. Setting diab ams d. Actual shopwork inanufacturing instructions e. Custom templates £ Special wiring diagratns g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifieations 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 fabricatiou of the Work depends upon field measurements 1) Provide such ineasurements and note on the drawings prior to submitting for approval. G. Product Data 1. For subinittals of product data far products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams aud templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Fort id'or•th .4!liance .arryort — Rehabilitation of Taxiwa}' A Lighting STANDARD CONSTRLJCTION SPECffICATION DOCUMENTS 02098 Revised December 20, 2012 Oi3300-4 SLJBtilITTALS Page 4 of 8 1 7) Standard wiring diagrains 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certi�cations 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare-parts listing and printed product warranties 7 12) As applieable to the Work 8 H. Sainples 9 1. As specified in individual Sections, include, but are not necessarily limited to: l0 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of inaterials 13 3) Coniplete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordivation of visual effect 16 5) Graphic s}nnbols and uuits of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site coristn�ction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 rislc. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 2. The Ciry will not be liable for any expense or delay due to corrections or remedies required to accomplish coufornuty. 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 extei•nal FTP site approved by the City. b. Shop Drawings 1) Upload subinittal to designated project directory and notify appropriate Ciry representatives via email of submittal posting. 2) Hard Copies , a) 3 copies for all subnuttals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Conhactor shall subinit more than the uumber of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all subrnittals d. Samples 1) Distributed to the Project Representative Hard Copy Distribution (if required in lieu of electronic distribution) CiTY OF FORT WORTH Fort id'or�h .4lliance �ii�port — Rehabilitation ojTaxiwa}'.l Lighting STANDARD CONSTRUCTION SPECffICATION DOCLTi�IENTS 01048 Revised December 20, 2012 i 2 3 4 5 6 7 8 9 10 11 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 013300-5 SUBMITI'ALS Page 5 oF 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for rnechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general confortnance with the design concept and Contract Documents. This is not to be construed as: a. Pernutting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details fiunished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, sainples or product data by the Engineer does not relieve 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 responsibiliry therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which Engineer fmds 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 perfonnance, the Engineer may return the reviewed drawings without noting an exception. 5. Subinittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are uo notations or comments on the subinittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CTI'Y OF FORT WORTH Fo�71f'or/h.411runce.�lirpart—Rehabilitatiat ofTaxi��oy�l Lighting STANDARD CONSTRUCTION SPECIFICATION DOCU�IENTS 02048 Recised December 20, 2012 013300-6 SLTBMIT't'ALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirnzation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 a Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufact�.ue; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comrnents, omissions and 14 non-conforming items that were noted. 15 c) Resubinittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 d. 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 confonnance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Conhact Docuinents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Conections other than requested by the City 2) Marked with revision triangle or odier 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 ar City Representative's then prevailing rates. 2) Provide Contractar reimbursement to the Ciry witlun 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 subnuttals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. Engineer reserves the right to not review submittals deemed partial, at the Engineer's discretion. b. Submittals deemed by the Engineer to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The Engineer may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Docuinents, then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CiTY OF FORT WORTH Fort ti'orthAllim�ce.9irpor7—Rehabilimtian ofTaxiwayALighling STANDARD CONSTRUCTION SPECffICATION DOCUivIENTS 02048 Recised Dece�nber 20, 2012 013300-7 SiTB�III'I'ALS Page 7 of 8 1 9. When the shop drawings have been coinpleted to the satisfaction of the City, the 2 Contractor may carry out the construction in aceordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up ututs as specified in individual Sections, include, but are not necessarily 8 liinited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. l0 M. Quali�cations 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFn 14 1. Contractor Request for additional informaiion 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarifieation 20 2. Use the Request for Information (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "O1" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project infarination request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.G ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSIJI2ANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 37 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITYOFFORT WORTH Fort t3�orth,4/lraneeAi�yort—Rehabilitatiatt ofTaxiHay�i Lighting STANDARD CONSTRLJCTION SPECIFICATION DOC[Ji�4ENTS 02098 Revised December 20, 2012 013300-8 SLTBVIITTALS Paee 8 of 8 1 PART 2- PRODUCTS [NOT USED] 2 PART 3- EXECUTION [NOT USED] 3 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days C1TY OF FORT WORTH Fort ii'or•dr.41(ianceAirpor!—Rehabi(itation ofTaxiN�a��,4 Lighting STANDt1RD CONSTRUCTION SPECffICATION DOCLIMENTS 02048 Revised Dece�nber 20, 2012 1 2 3 4 PARTI- GENERAL 5 1.1 SiJM1YIARY 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1.2 25 26 27 28 29 30 31 32 33 34 35 3G 37 38 39 40 41 42 013513-1 SPECIAL PROJECT PROCEDlTRES Page 1 of 8 SECTION Ol 3513 SPECIAL PROJECT PROCEDURES A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination widi the Texas Department of Transportation b. Work near High Voltage Lines a Confined Space Entry Program d. Air Pollurion Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water DepartLnent Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad pennits areas ,i. Dust Control k. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Speci�cation Sections include, but are not necessarily linuted to: 1. Division 0— Bidding Requireinents, Contract Forms and Conditions of the Contract 2. Division 1— General Requireinents PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by luinp 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: I ) Mobilization 2) Inspection 3) Safety training 4) AdditionalInsurance 5) Insurance Certificates 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. CTTY OF FORT WORTH For7 Fi�orth.4!/ianceAi�yort—Rehabilitation ofTaxiti��cr}�,l Lighting ' STANDARD CONSTRLJCTION SPECffICATION DOCUMENTS 02098 Recised Deceinber 20, 2012 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2. 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 Itern 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) Flaginen 3) Other requireinents associated with Railroad 3. All other items a. Work associated with these Items is considered subsidiary to the various Iteins bid. No separate payment will be allowed for this Itein. 15 1.3 REFERENCES 16 A. Reference Stanclards 17 1S 19 20 21 22 23 � 3 Refereuce standards cited in this Speci�cation refer to the cur�ent reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. Health and Safery Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. North Central Texas Council of Governments (NCTCOG) — Clean Construction Speci�cation 24 1.4 ADMIIVISTRATIVE REQUIREMENTS 25 26 27 28 29 30 31 32 -A. Coordination with tlie Texas Departlnent 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 coinmencing any work therein in accordance with khe provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation 33 B. Work near High Voltage Lines 34 1. Regulatory Requirements 35 a. All Work near High Voltage Lines (more than 600 volts measured between 36 conductors or betweev a conductor and the ground) shall be in accordance with 37 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 38 39 40 41 42 43 44 45 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. 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. Equipinent must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines CITY OF FORT WORTH Fort ti'orth Allim�ce.9i��or7—Rehabilitation ofTaxiN�ay�4 Lighting STANDARD CONSTRIJCTION SPECIFICATION DOC.UMENTS 02048 Recised Dece�nUer 20, 2012 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 01 35 13 - 3 SPECIAL PROJECT PROCEDLTRES PaQe 3 of 8 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power eompany 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 a No personnel may work witlun C feet of a high voltage line before the above requirements have been met. C. Coufined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Air Pollution Watch Days 1. General a. Observe the following guidelines relating to working on City coivstruction sites on days designated as"AIR POLLUTI�N WATCH DAYS". b. Typical Ozone Season 1} May 1 througti October 31. c. Critical Emission Time 1) 6:00 a.m. to 10:00 a.m. 2. Watch Days a. The Texas Comnussion on Envirorunental 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.in. 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 equipinent 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 (tTLSD), diesel emulsions, or alternative fuels such as CNG. E. TCEQ Air Permit 1. Obtain TCEQ Au- Permit for construction activities per requirements of TCEQ. F. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents pennit on the project the following will apply: a. PublicNotification 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 Ol 31 13 CTTY OF FORT WORTH Fort lf�a•Ih .91/iancc.Aiiport — Rehabilitation of Taxitiray �1 Lightirrg STANDARD CONSTRLJCTION SPECffICATION DOCUMENTS 02098 Revised Dzceinber 2Q 2012 Ol 35 13 - 4 SPECIAL PROJECT PROCEDLTRES Page 4 of 8 1 G. Water Department Coordination 2 1. During the construction of this project, it will be necessary to deactivate, for a 3 period of time, existing lines. The Contractor shall be required to coordinate with 4 the Water Department to determine the best times for deactivating and activating 5 those lines. 6 2. Coordinate any event that will require connecting to or the operation of an existing 7 City water line system with the City's representative. 8 a. Coordination shall be iu accardance with Section 33 12 25. 9 b. If needed, obtain a hydrant water meter from the Water Departinent for use 10 during the life of named project. 11 c. In the event that a water valve on an existing live systein be turned off and on 12 to acconunodate the construction of the project is required, coordinate tlus 13 activity through the appropriate City representative. 14 1) Do not operate water line valves of existing water system. 15 a) Failure to comply will render the Contractor in violation of Texas Penal 16 Code Title 7, Chapter 28.03 (Criminal Mischie fl and the Contractar 17 will be prosecuted to the full extent of the law. 18 b) In addition, the Contractor will assume all liabilities and 19 responsibilities as a result of these actions, 20 H. Public Notification Prior to Begimung Construction 21 1. Prior to beginning construction on any block in the project, on a block by block 22 basis, prepare and deliver a notice or flyer of the pending constntction to the front 23 door of each resideuce or business that will be impacted by construction. The notice 24 shall be prepared as follows: 25 a. Post notice or flyer 7 days prior to beginning any construction activity on each 26 block in the project area. 27 1) Prepare flyer on the Contractor's letterhead and include the following 28 information: 29 � a) Name of Proj ect 30 b) City Project No (CPN) 31 c) Scope of Project (i.e. type of construction activity) 32 d) Actual construction duration within the block 33 e) Name of the contractor's foreman and phone nuii�ber 34 fl Naine of the City's iuspector and phone number 35 g) City's after-hours phone number 36 2) A sainple of the `pre-construction notification' �flyer is attached as Exlubit 3� A. 38 3) Submit schedule showing the construction start and finish time for each 39 block of the project to the inspector. 40 4) Deliver flyer to the City Inspector for review prior to distribution. 41 b. No construction will be allowed to begin on any block until the flyer is 42 delivered to all residents of the block. 43 I. Public Notification of Teinporary Water Service Interruption during Construction 44 1. In the event it becomes necessary to temporarily shut down water service to 45 residents or businesses during construction, prepare and deliver a notice or flyer of 46 the pending interruption to the front door of each affected resident. 47 2. Prepared notice as follows: CTTY OF FORT WORTH Foi�t ii�orth.411iance;lirport—Rchabilrration ofTasiway,-4 Lighting STANDARD CONSTRLJCTION SPECffICATION DOCUMENTS 02048 Revised December 2Q 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2R 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 ' 44 45 46 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 a. Q 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 following information: 1) Name of the project 2) City Project Number 3) Date of the interruprion of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Naine of the City's inspector and phone nuinber A sample of the temporary water service interruption notification is attached as Exhibit B. Deliver a copy of the temporary interruption noti�cation 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. J. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE pennits are required, meet all requirements set forth in each designated permit. K Coordination within Railroad Pernut Areas 1. At locations in the project where construcrion activities occur in areas where 2. 3 railroad permits are required, meet all requirements set forth in each designated 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 properiy of the Railroad Company froin dainage arising out of aud/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the perinit guidelines. Obtain any supplemental information needed to comply with the railroad's requirements. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. L. Dust Control l. 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. M. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Fort FYa•thAllianceAiiyoJ•!—Rehabilitatio�: ofTaxiti>>n}��f Lighling STANDARD CONSTRUCTION SPECffICATION DOCUMENTS 02048 Revised Deceinber 20, 2012 013513-6 SPECIAL PROJECT PROCEDLTRES Page 6 of 8 1 1.5 ACTION SUBNIITTALS/INFORMATIONAL SUBNIITTALS [NOT USED] 2 1.G CLOSEOUT SUBNIITTALS [NOT USED] 3 1.7 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED] 4 1.8 QUALITY ASSiTRANCE [NOT USED] 5 1.9 DELIVERY, STORAGE, AND IIANDLING [NOT USED] 6 1.10 FIELD [SITE] CONDITIONS [NOT USED] 7 l.11 WA�t]LtANTY [NOT USED] 8 PART 2- PRODUCTS [NOT USED] 9 PART 3- EXECUTION [NOT USED] l0 � END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.4.B — Added requirement of complinnce with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. I.4.E — Added Contractor responsibility for obtaining a TCEQ Air Pennit 12 CiTY OF FORT WORTH Fort Id%rt11.411iance.9iipa•t —Rehabilitation ofTaxii��ay,i Lighting STANDARD CONSTRLICTION SPECIFICATION DOCUMENTS 02048 Revised December 20, 2012 O13513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 2 3 4 5 6 Date: 7 8 CPN No.: � Project Name: io Mapsco Location: 1 i Limits of Construction: 12 13 EXHiBIT A (To be printed on Contractor's Letterhead) 14 15 16 1� THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 1s WORTH, OUR COMPANY WILL WORK ON UTI�ITY L.INES ON OR AROUND YOUR �� PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR°S SUPERINTENDENT> AT <TELEPHONE NO.> 29 3o OR 3� 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO? 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 3� PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH Fort ti�orth.411ranceAi�pot4—Rehabilitation ofTa,riti��ay�l Lighting STANDARD CONSTRUCTION SPECffICATION DOCtJMENTS 02048 Revised December 20, 2012 � 013513-8 SPECIAL PROJECT PROCEDLTRES Page 8 of 8 1 � EXI�IBIT B FORTWORTH � Date• DOE RiO. XXXX ' 4+roject tlame: �IOTICE d� TEMPORARY WATER SkR`V�C� I�?ERRi�PTIQN DU� TO LJT�ld't'Y IMPRQV�MENTS IN YOUR NEIC:I�BORHUOIy, YOUR WATER SF.[tV10E WILL I3P: INTER.RUPTED ON BF.TWEEIY TEiE HQURS OF ANA IF YdU HAVE QU�STION5 ABOUT THIS SHUT-GUT, PI.EA6� CALL: M R. AT ' (COlY'PRAGTORS SUPEI2INTENDEN'C) (T�LEPHQN� NUMB�R) OR M R. AT (CITY INSPI:CTOR) (TELEP�#ONE 1VUMBER) THiS IN�pNV�NtF,1VC� WII.L BE AS SHORT AS I'OSSIBLE. THANK YQU, .CONTRACT4R 3 4 CITY OF FORT WORTH Fot•t li�or•th.4llrance.�fiiyort—Rehabilitation ofTasiti�ay�( Lighting STANDARD CONSTRUCTION SPECffICATION DOCi.JMENTS 02048 Revised Decetnber 20, 2012 014523-1 TESTING AND INSPECTION SERVICES Page I of 2 1 2 3 PART1- GENERAL . .• -�_._ .. SECTION 0145 23 TESTING AND INSPECTION SERVICES 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 lo 11 12 1.2 13 14 15 16 17 18 19 20 21 22 23 24 25 1.3 C. Related Specification Sections include, but are not necessarily limited to: l. Division 0— Bidding Requirements, Contract Fonvs and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Itein is considered subsidiary to the various Items bid. No separate pay�nent will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payinent 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 perfornied 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 testmg by Contractor have been paid in full. REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 28 29 30 31 32 33 34 35 36 37 38 A. Testing 1. Complete testing in accordance with the Cantrac� Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently iu advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Canfirm 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 Fort ti'or•Ih .4/liance �li�port — Rehabilitation of Taxii��ay �i Lighting STANDARD CONSTRLJCTION SPEGIFICATION DOCUMENTS 02045 Recised July l, 2011 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2) Upload test reparts to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Liine material including the following information: a. Name of pit b. Date of delivery c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBNIITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 L8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED] 22 1.9 QUALITY ASSi)RANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND I�ANDLING [NOT USED] 24 L11 FIELD (SITE] CONDITIONS [NOT US�D] 25 112 WARRANTY [NOT USED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 r��' END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE � CITY OF FORT WORTH Fort ti�a•Ih .4Rrance.�li�port — Rehobiliratiar of Taxiti��a}� �I Lighting STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Revised July I, 2011 Ol 50 00 - I TEMPORAItY FACII,ITIES AND CONTROLS Page I of 4 1 2 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 l.l SUMIVIA][�Y 5 A. Section Includes: 6 1. - Provide temporary facilities and controls needed for the Work including, but not 7 necessarily liinited to: 8 a. Temporary utilities 9 b. Sanitary facilities l0 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 l. None. 1s 16 17 18 1.2 C. Related Speci�cation Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 19 A. Measurement aud Payment 20 1. Work associated with this Itein is considered subsidiary to the various Iterns bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADNIINISTRATIVE REQUIREMENTS 24 25 26 27 28 29 30 31 32 33 34 3�5 36 37 38 39 40 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. a Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, Iight, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Coutractor to provide water required for and in connection with Work to be performed and for speci�ed tests of piping, equipment, devices or other use as required for the coinpletion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact Ciry 1 week before water for construction is desired CITY OF FORT WORTH Forl li�or•th Alliance.Aiiport —Rehobilitatian ofTaxi��ay �1 Lighti�rg STANDARD CONSTRUCTION SPECIFICATION DOCUMEI�TS 02048 Revised July 1, 201 I 015000-2 TEMPORARY FACII.ITIES AND CON'IROLS Paee 2 of 4 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 3 4 5. d. Contractor Payment for Coristruction Water 1) Obtain construction water meter from Ciry for payment as billed by City's established rates. 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 teinporary power service or generator to maintain operations during scheduled shutdown. Telephone a. Provide emergency telephoue service at Site for use by Contractor personnel and others perfonning work or furnis}ung services at Site. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or co�npletion of Work, b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and rnaintain sanitary facilities for persons on Site. a. Cotnply 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 throughnut Project. 4. Remove facilities at completion of Proiect C. Storage Sheds and Buildings 1. Provide adequately veutilated, watertight, weatherproof storage facilities with floor above groluid level for materials and equipulent susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to pertnit easy access for identification, 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 enviromneuts acceptable to specified manufacturers. 5. Fill and grade site for temparaiy structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in coutract docuinents E. Dust Control CTTY OF FORT WORTH Fort id�or•th _411innce dr�7�ort — Rehabilitation of TasiN�ay �I Lighling STANDARD CONSTRLJCTION SPECffICATION DOCI.JMENTS 02048 Recised July 1, 201 I 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 15 16 015000-3 TEMPORARY FACILITIES AND CON'IROLS Page 3 of 4 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 rimely 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) 1.G 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, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 17 PART 3- EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED) 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED) 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Faciliries C.TTY OF FORT WORTH Fort [�'or•th AI(iance lii�yort — Rehabilitation af Ta.rii��ay �1 Lighring STANDARD CONSTRLJCTION SPECIFICATION DOCUMENTS 02048 Recised July 1, 2011 o i so 00 - a TEMPOItAItY FACII.ITIES AND CONTROLS Page 4 of 4 1. Reinove all temporary facilities and restore area after coinpletion of the Work, to a condition equal to or better than prior to start of Work. 3 312 PROTECTION [NOT US�D] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHN[ENTS [1�TOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITI' OF FORT WORTH Fort if'or9h A!/iance Aii port — Rehabilitation of Taxiti��ay �1 Lighrtng STANDARD CONSTRUCTION SPECffICATION DOCUMENTS O1098 Revised July I, 2011 01 57 13 - 1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 2 SECTION 015713 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 l.l SLf�✓�MARY 5 6 7 8 9 10 Il 12 13 14 1.2 15 1G 17 18 19 20 21 1.3 22 23 24 25 Z6 27 28 29 30 31 32 33 34 1.4 35 36 37 A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Speci�carion Sections include, but are not necessarily limited to: l. Division 0— Bidding Requireinents, Contract Forms and Conditions of the Contract 2. Division 1— General Requireinents 3. Section 31 25 00 — Erosion and Sediment Control 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 Iteins bid. No separate payment will be allowed for this Item. 2. Construction Activiries resulring in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. REFERENCES A. Abbreviations and Acronyms 1. Notice of Inteut: 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 ADNIINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payinent of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CTTY OF FORT WORTH Fort IT'orth Alliance.9i�yorr—RehabrHtation ofTaxiti��ay�I Lighting STANDARD CONSTRLJCTION SPECffICATION DOCUMENTS 02048 Revised July l, 2011 015713-2 STORM WATER POLLL]TION PREVENTION P1ee 2 of 3 1 B. Construction Activities resulhng in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 6 7 8 9 l0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 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 Constniction Site Notice Required under general permit TXR150000 a) Sign and post at,job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediinent control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) S WPPP e) TCEQ requirements 3. 5 acres or niore of Disturbance a. Texas Pollutant Discharge Elimination Systein (TPDES) General Construction Permit is required b. Complete S WPPP 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 Pennit 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. 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 A. SWPPP 1. Submit in accordance with Section O1 33 00, except as stated herein. a. Prior to the Preconstructiou Meeting, subnut a draft copy of SWPPP to the Ciry as follows: 1) 1 copy to the Ciry Project Manager a) City Project Manager will forward to the City Depariment of Transportation and Public Works, Environmental Division for review C1TY OF FORT WORTH For! If'orth .4!liance Ai�port — Rehabilitation of Taxiti��ay.� Lighting STANDARD CONSTRUCTION SPECffICATION DOCUMENTS 02045 Revised hily 1, 201 I 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section O1 33 00. 4 LG ACTION SUBNIITTALS/INFORMATIONAL SUBMITTALS [NOT USED) 5 1.7 CLOSEOUT SUBNIITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] l0 1.12 WARRANTY [NOT USED] 11 PART 2- PRODUCTS [NOT USED] 12 PART 3- EXEGUTION [NOT USED] 13 END OF SECTION 14 15 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH For7 Fi�orth.4!/iance.�ir�yort—Rehabilitation ofTa.riiray�l Lighfing STANDARD CONSTRLJCTION SPECIFICATION DOCtJMENTS 02048 Revised July 1, 2011 THIS PAGE INTENTIONALLY LEFT BLANK 1 2 3 PARTl- GENERAL 4 5 6 7 8 9 lo 11 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Ol 5R 13 - 1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 SECTION 0158 13 TEMPORARY PROJECT SIGNAGE l.l 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 liniited to: l. Division 0— Bidding Requirements, Contract Fonns 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 Itein is considered subsidiary to the various Items bid. No separate payment will be allowed for this Itein. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBNIITTALS [NOT USED) 1.6 ACTION SUBNIITTALS/INFOItMATIONAL 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 WARRAlVTY [NOT USED] PART2- PRODUCTS Z.1 OWNER-FiJR1�ISHED [ox] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH Fw7 A'or•th.41(rance.�fi�port —Rehabilitation ofTaxix�ay�i Lighting STANDARD CONSTRLICTION SPECIFICATION DOCLTMENTS 02048 Revised July 1, 2011 015813-2 TEMPORARY PROJECT SIGNAGE Pnge 2 of 3 1 B. Materials 2 l. Sign 3 a. Constructed of'/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALTI'X CONTROI. [NOT USED] 6 PART 3 - EXECUTION 7 8 9 lo 11 12 13 14 15 16 17 18 19- 20 21 22 23 24 25 26 3.1 iNSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General l. 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.G RE-INSTALLATION [NOT USED] 3.7 FIELD [on] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 39 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 312 PROTECTION [NOT USED] 3.13 MAINTENANCE 27 A. General 28 1, Maintenance will include painting and repairs as needed or directed by the Ciry. 29 3.14 ATTACHIVIENTS [NOT USED] 30 31 END OF SECTION CITY OF FORT WORTH Fort Ti�or71r.411iance.Airyo�7—Rehabilitation ofTa.riti>>a��,-1 Lighling STANDARD CONSTRLJCTION SPECIFICATION DOCUMENTS 02048 Revised July 1, 2011 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE F� CTI'Y OF FORT WORTH STANDARD CONSTRIJCTION SPECffICATION DOCUMENTS Revised July I, 2011 Fort Fi�orth .4/liance.3i�por� — Rehabilitation of Ta.riiray �l Lighting 02048 THISPAGE INTENTIONALLYLEFT BLANK O1G000-1 PRODUCT REQITIREMENTS Page t of 2 1 2 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SECTION 0160 00 PRODUCT REQUIREMENTS 1.1 SUMMARY The Buy American Preferences under 49 U.S.C. § 50101 require that all steel aud inanufactured goods used in Airport Improveinent Program (AIP) fiuided projects be produced in the United States. In accepting AIP funding, grant recipients must certify that all steel or manufactured products used on any portion of the AIP-fiuided project are produced ui the United States and are of 100 percent U.S. inaterials. Under 49 U.S.C. § 50101(b), the FAA has the authority to waive these Buy American Preferences if certain market or product conditions exist. These are: l. Applying the Buy American Preferences would be inconsistent with the public interest; 2. The steel or goods produced in the U.S. are not produced in a sufficient and reasonably available amouut or are uot of a satisfactory quality; 3. When the cost of components and subcomponents produced in the U.S. is more than 60 percent of the cost of all components of the facility or equipment procured and final assembly occurs in the United States; or 4. Including domestic material will increase the cost of the overall project by more than 25 percent. 20 L2 PRICE AND PAYMENT PROCEDURES [NOT USED] 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATNE REQLTIREMENTS (NOT USED) 23 1.S SUBMITTALS [NOT USED] 24 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 25 26 27 28 29 30 � 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] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WA,IZRANTY [NOT USEDJ PART 2 - PRODUCTS [NOT USED] 32 PART 3- EXECUTION [NOT USED] CITY OF FORT WORTH Fo��t Ti�or•th Alliance Ai�ya•t — Rehabilitation of Taxiway �l Lighiing STANDt1ItD CONSTRUCTION SPECffICATION DOCUMEI�TS 01098 Revised Deczinber20,2012 01G000-2 PRODUCT REQLJIItEMENTS Page 2 of 2 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List CITY OP FORT WORTH STANDARD CONSTRLJCTION SPEGIFICATION DOCUMENTS Recised December 2Q 2012 ForT If'o�7hAllianceAii�ort—Rehabilitation ofTaxiN�ay;i Lighting 02048 01 6G 00 - 1 PRODUCT STORAGE AND I-IANDLING REQUIREMENTS Page 1 of 4 1 2 SECTION 0166 00 PRODUCT STORAGE AND I�ANDLING REQUIREMENTS 3 PART1- GENERAL 4 5 6 7 8 9 ro 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 L1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. 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 Ciry of Fort Worth Standard Specification l. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forn�s and Conditions of the Cont�act 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement aud Payment 1. Work associated with this Itein is considered subsidiary to the various Items bid. No separate payinent will be allowed for this Itein. 1.3 REFERENCES [NOT USED] 1.4 ADNIINISTRATIVE REQUIREMENTS [NOT USED] l.S SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.4 QUALITY ASSURANCE [NOT U5ED] 27 110 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 3o and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted Yo wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CTTY OF FORT WORTH Fort if�or•th A/liance .�f ir por� — Rehabilitatio�r of Taxiti+�ay ,� Lighting STANDARD CONSTRLJCTION SPECffICATION DOCU�fENTS 02048 Revised July 1, 2011 O1GC00-2 PRODUCT STORAGE t1ND IIANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in mauufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requireinents 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 1r 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 � Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirernents of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials aud materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all tiines to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause ininimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by Gity's Project Representative. 5. 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 la�vus, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of preiiuses. : 9. 10 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 owuers and general public and maintain at least 3 feet from �re 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 rnaterials 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. CTI'Y OF FORT WORTH Fort if'orlhAllianceAi�port—Rehabilitation ofTasiway�I Lighting STANDt1RD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Recised July l, 2011 O16G00-3 PRODUCT STORAGE AND IiANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 6 7 8 9 l0 11 12 13 14 1s 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 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 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non-Conforming Work 1. 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 dan�age to items while in storage. C. Protect equipment from exposure to eleinents and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CiTY OF FORT WORTH Fort if'a7h Alliance.Aiipvrt — Rehabilitation of Taxitiray.l Lighting STANDARD CONSTRUCTION SPECIFICATION DOCUivIENTS 02Q48 Revised hdy 1, 2011 oiccoo-a PRODUCT STORAGE AND IIANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Fort id%r/h .411iance Airpo��t — Rehabilitation of Tasiwa�� l Lighting STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Revised July ], 2011 01 71 23 - 1 CONSTRUCTION STAKING AND SURVEY Paee 1 of 4 1 2 3 PART1- GENERAL SECTION 017123 CONSTRUCTION STAKING AND SURVEY 4 l.l SUMMARY 5 A. Section Includes: 6 l. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract FoniLs and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDLJRES 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Measurement and Payment l. Construction Staking a. Measureinent 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work perfonned and the materials furuished in accordauce with this Itein are subsidiary to the various Items bid and no other coinpensation will be allowed. - 2. Construction Survey '� a. Measurement 1) This Item is considered subsidiary to the variaus Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 1.3 REFERENCES [NOT USED] 1.4 ADMIIVISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Subinittals, if required, shall be in accordance with Section O1 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBMITTALS A. Certificates 1. Provide certificate certifying that elevations and locations of improvements are in conformance or non-conformance with requireinents of the Contract Documents. a. Certificate inust be sealed by a registered professional land surveyor in the State of Texas. CITY OF FORT WORTH Fort li'a•th.A(/rance Aiiyort — Rehabilitation of Taxiis�a}� �l Lighting STANDARD CONSTRUCTION SPECffICATION DOCLJMENTS 02048 Recised Dec�nber 20, 2012 oi�iz:�-2 CONSTRUCTION STAKING AND SURVEY PaQe 2 of 4 1 B. Field Quality Control Subinittals 2 l. Documentation verifying accuracy of field engineering work. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 7 8 9 ]0 11 ra 13 14 15 16 17 rg 1) 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 A. Construction Staking 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. b. It is the Coutractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractar is responsible for preserving and maintaining stakes funushed by Ciry. b. If in the opinion of the City, a suf�cient 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. The cost for stalcing will be deducted from the payment due to the Contractor for the Project. B. Construction Survey 1. Construction Survey will be performed by the City. 2. Coordination a. Contractor to verify that control data established in the design �urvey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that constructibn activities are not delayed or negatively impacted. d. Notify Ciry if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perfonn replacements and/or restorations. 3. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Riin and flowline elevations and coordinates for each inanhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 2501inear feet CITY OF FORT WORTH Fort ►�orth Alliance.4i�port—Rehabilitation ofTasiN�ay�l Lighlin,q STANDARD CONSTRL7CTION SPECffICATION DOCUMENTS 02048 Revised Deceinber 20, 2012 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Paee 3 of � 1 2 3 4 5 6 7 8 9 10 11 1a 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 L Q (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the followiug locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c) Sanitary Sewer (1) Top of pipe elevations aud coordinates for sanitary sewer lines at the following locations: ' (a) Every 2501inear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts Construction survey will be perfortned in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. The Contractor will need to ensure coordination is maintained with the City to perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points provided for the Contractor's use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for tunneling 3} Lines and grades were used to establish the location of the pipe 4) Submit to the City copies of field notes used to establish all lines and grades and allow the City to check guidance systein setup prior to beginning each tunneling drive. 5) Provide access for the City to verify the guidance system and the line and grade of the carrier pipe on a daily basis. , E) The Contractor remains fully responsible for the accuracy of the work and the correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to City. 9) If the installation does not meet the specified tolerances, immediately notify the City and correct the installation in accordance with the Contract Documents. 49 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Fort (i�orth .4Jliurrce.9iiport — Rehabilitation of Taxiway A Lighting STANDARD CONSTRLICTION SPECffICATION DOCUMENTS 01048 Revised December 20, 2012 01 7123 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 31 INSTALLERS [NOT USED) 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3,4 APPLICATTON 3.5 REPAIR / RESTORATION (NOT USED] 3.G RE-INSTALLATION [NOT USED] 3.7 TIELD [oR] 5IT`E QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stalces and control data placed by the City in accordance with this Specification. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING (NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROT�CTION [NOT US�D] 3.13 MAINTENANCE [NOT USED) 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31J2012 D.Johnson 24 CITY OF FORT WORTH For7 T�or�lr .Alliance �iryort — Rehabilitution of Taxiway �1 Lighting STANDAItD CONSTRLJCTION SPECIFICATION DOCLTMENTS 02048 Recised DeceinUer 20, 2012 1 2 3 PART1- GENERAL 4 5 6 7 8 9 l0 11 12 13 14 15 r� 17 18 19 20 21 22 23 24 25 26 27 2s 29 30 31 32 33 017423-1 CLEANING Paae 1 of 4 SECTION 0174 23 CLEANING 1.1 SUMMARY A. 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 1. None. C. Related Speci�cation Sections include, but are not necessarily liinited to: 1. Division 0— Bidding Requirernents, 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 payinent 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 containi.nants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFOR.MATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Fory Li�orth.4ArunceAi�yo�7—Rehabilitation ofTa.riti��ayALighting STANDARD CONSTRLICTION SPECIFICATION DOCUMENTS 02048 Revised July 1, 2011 O1 74 23 - 2 CLEANING P�ge 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PARTZ- PRODUCTS 4 2.1 OWNER-FURNISHED [ou] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontacninated 9 3. For manufactured surfaces l0 a. Material recormnended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAIVIINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.G RE-INSTALLATION [NOT USED] 20 3.7 FIELD (oR] SITE QUALTTY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to cornply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 stoim or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CiTY OF FORT WORTH Fort id'ot7h .41liance Ai� port — Rehabilrtation of Taxiti+�ay �i Lighling STANDARD CONSTRUCTION SPECffICATION DOCUMENTS 01048 Revised July 1, 201 I 017423-3 CLEANING Pa�e 3 of 4 1 6. Handle inaterials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaued to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Con�ne construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a ininimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 19 5. Prior to stonn events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storn�. 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 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 triins clean. 3. Wash and shine glazing and nurrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent fiiters 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 Cleauing 1. Remove trash and debris containers froin site. a. �Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH Fort If�or7h .411iance Ai� yort — Rehabilitation of Ta.riti��ay �f Lighting STANDARD CONSTRiJCTION SPECffICATION DOCUMENTS 02048 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 01 74 23 - 4 C:LEANING Page 4 oF4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3,11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3,13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10 CIT'I' OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Fort id'ot7h AIltance Aii�ort — Rehabilitatiorr oJTa,riti�cry A Lightlng 02048 1 2 3 PART 1- GENERAI.. 4 5 6 7 8 9 10 I1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION 017719 CLOSEOUT REQUIREMENTS 1.1 SUiVIMARY A. Section Includes: 1. The procedure for closing out a contract 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 Fonns and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDUI2ES A. Measurement and Payment L Wark associated with this Item is considered subsidiary to the various Items bid. No separate payinent will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payinent 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 Claiins 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 Ciry's Project Representative. CPTY OF FORT WORTH For7 F{�orth .411iance.�i� por! — Rehabilitation af Taxiway A Lighting STANDARD CONSTRIICTION SPECIFICATION DOCCTMENTS 02048 Revised July 1, 2011 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.G INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT 5UBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION (NOT U5ED] 7 R 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: lo l. Project Record Documents in accordance with Section O1 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section O1 78 23 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 B. Prior to requesting Final Inspection, perform final cleaning in accordance witl� Section O1 74 23. C. FinalInspection 1. After final cleaning, provide notice to the City Project Representative that the Worlc 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 4. Upon completion of Work associated with the items listed in the City's written notice, inform the City, tl�at the required Worlc has been completed. Upon receipt of tlus notice, the City, in the presence of the Contractor, will make a subsequeut Final Inspection of the project. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Speci�ed spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial �11 up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses £ Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all ec�uipment D. Notice of Project Coinpletion CTTY OF FORT WORTH Fort if'orth.411iancc�ii�porr—Rehabi(itation ofTaxiti��ay.� LIgI711i1g STANDARD CONSTRtJCTION SPECffICATION DOCUMENTS 02048 Revised 7uly l, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 z7 28 29 01 77 19 - 3 CLOSEOUT REQUIItEMENTS Page 3 of 3 l. Once the City Project Representative iinds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Tirne c. Af�davit of Payment and Release of Liens d. Consent of Surety to Final Payrnent e. Pipe Report (if required) £ Contractor's Evaluation of City g. Perfonnance 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, Ciry will issue Letter of Final Acceptance and release the Final Payment Request for paytnent. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING (NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision I.og DATE NAME SUMMARY OF CHANGE CTTY OF FORT WORTH Fort FT'orth .4!liance Ai� port — Rehabil itation of Tasiti� a}> �1 Lighting STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS 01048 Revised Jnly l, 2011 THIS PAGE INTENTIONALLY LEFT BLANK O1 78 23 - 1 OPERATION AND MAINTENANCE DATA Page I of 5 1 2 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 SECTION 0178 23 OPERATION AND MAINTENANCE DATA 1.1 SUMMARY 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 tlus City of Fort Worth Standard Specification l. None. C. Related Specification Sections include, but are not necessarily liinited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of die Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measureinent and Payment l. Work associated with this Item is considered subsidiary to the various Items bid. No separate paytnent will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section O1 33 00 . All subLnittals shall be approved by the City prior to delivery. 1.G INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Fonnat a. Size: 8'/2 inches x 11 inches b. Paper 1) 40 pouud minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Fort If'orth Alliance Ai�por7 — Rehabilitation of Tasi��ay A Lighting STANDARD CONSTRLJCTION SPECIFICATION DOCUMENTS 02098 Revised December 20, 2012 01 78 23 - 2 OPERATION AND MAIN"I'ENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 £ Cover 10 1) Identify each volume with typed or printed title "OPERATING AND i l MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject inatter covered in the mauual 16 3. Binders 17 a. Conunercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M ManuaL 21 22 23 24 25 26 27 28 29 30 31 32 B. Manual Content 1. Neatly typewritten table of contents for each voluine, arranged in systematic order a. Contractor, natne 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 naine, address and telephone nuinber of the subcoutractor 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 replaceineut d. Identify each product by product narne and other identifying symbols as set farth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the speci�ic product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 40 41 42 43 44 45 46 47 48 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of coinponent parts of equipinent and systems 2) Control and flow diagrams b. Coordinate drawings with infonnation in Project Record Docurnents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as inaintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CI'TY OF FORT WORTH Fort id�or•!h Al/iance Ai� porr — Rehabilimtion of Taxiti��ay �I Lighting STANDARD CONSTRIJCTION SPECIFICATION DOCUMENTS 01048 Revised DecemUer 20, 2012 1 2 3 4 5 6 7 8 9 10 I1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 017R23-3 OPERATION AND MAINTENANCE DATA Pa�e 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide infortnation sheet for City personnel giving: 1) .Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual far Materials and Finishes 1. Submit 5 copies of complete manual in fmal forin. 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 aud texture designations 3) Information required for reordering special manufactured products b. Instructions for care and inaintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleauing agents and methods wluch are detrimental to product 3) Recouunended schedule for cleauing and inaintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products l) Applicable standards 2) Ghemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of uiut and component parts 1) Function, normal operating characteristics and limiting conditions 2) Perfonnance curves, engineering data and tests 3) Complete nomenclature and coxnmercial 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 instrucrions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Aligntneut, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and inaintenance instructions £ Description of sequence of operation by control manufacturer 1) Predicted life of parts subj ect to wear 2) Items recorrunended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CTTY OF FORT WORTH Fort I i'a•th .4Jliance �f ii yort — Rehabilitation of Taxiira�� 1 Lighting STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Revised December 20, 2012 O1 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3 4 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current 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) Commuuications c. As installed color coded wiring diagrains 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 "houble shootiug" 3) Disassembly, repair and reassembly 4) Adjustment and checking £ Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recomrnended 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. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 19 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenauce and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings , CITY OF FORT WORTH Fort Ii�or�h Allim�ce Air7�ort — Rehabi/itation of Taxiti��aJ�,i LighJing STANDARD CONSTRLJCTION SPECIFICATION DOCUMENTS 02048 Revised DecemUer 20, 2012 017823-5 OPERATION AND MAINTENANCE DATA Paee 5 of 5 1 1.10 DELIVERY, STORAGE, AND I�ANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS (NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1— title of section removed 8 CITY OF FORT WORTH For•t 1d'or�h Alliance Ai�port — Rehabilitation of Taziti��ay,4 Lighting STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Revised DeceinUer 20, 2012 THIS PAGE INTENTIONALLY LEFT BLANK 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of � 1 2 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 SECTION 0178 39 PROJECT RECORD DOCUMENTS 1.1 SUIVIMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project docuinents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily liinited to: 1. Division 0— Bidding Requirements, Contract Fonns and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDLlRES A. Measurement and Payinent 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 ADMIIVISTRATIVE REQUIREMENTS [NOT USED] LS SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 Ciry's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thorouglily coordinate chauges withiu tlie Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other pocuments where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. C1TY OF FORT WORTH Fort ►f�orth .411rance.9rryor� — Rehabililation of Taxitiray �f Lighting STANDARD CONSTRUCTION SPECffICATION DOCUMENTS 02048 Recised July l, 2011 Ol 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 I 3. To facilitate accuracy of records, inake entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and exatnination. 6 1.10 �TORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recarded 10 data to the �nal Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRA1vTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FLIRNISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 21 22 23 24 25 26 27 2.3 2.4 A. Job set 1. Promptly following receipt of the Notice to Proceed, secure froin the City, at no - charge to the Contractor, 1 coinplete set of all Documents comprising the Contract. B, Final Record Docuinents 1. At a time nearing the compietion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. ACCESSORIES [NOT USED] SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION � 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAIVIINATION [NOT USED] 31 32 33 34 35 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CiTY OF FORT WORTH For•t I4�or•th AllimtceAi�yort—ReHabilrtation ofTaxiti��a��1 Lighling STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02048 Revised July l, 201 I 1 2 3 4 5 6 7 8 9 l0 11 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 ZS 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 01 7& 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 4 � � 4 5 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 �inal Project Record Documents. c. Maintain the job set at the site of work. Coordination with Construction Survey a. At a ininimum, in accordance with the intervals set forth in Sectiou O l 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. . Making entries on Drawings a. Record any deviations from Contract Docuinents. b. Use an erasable colored pencil (not ink or indelible peucil), clearly describe the chauge by grapluc 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. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical anangeLnent is deterinined by the Contractor, aubject to the City's approval. 2) However, design of future modifications of tlie facility may require accurate information as to the final physical layout of items which are shown only scheinatieally on the Drawings. b. Show on the job set of Record Drawings, by diinension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficieutly descriptive that it may be related reliably to the Specifications. c. The Ciry may waive the requirements for conversion of schematie layouts where, in the City's judgrnent, 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 conesponding fmal documeuts, 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. CTTY OF FORT WORTH Fort [i'a•th.4!lianceAi�port—Rehabilitation ofTaxiti��J��l Ligh[ing STANDAItD CONSTRUCTION SPECIFICATION DOCLIMENTS 02048 Re�ised July 1, 2011 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 2 3 4 5 6 7 8 9 lo 11 12 13 14 15 16 17 is 19 20 21 22 23 24 25 a Calt 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 Docwnents, 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 charge for reproduction and handling, aud carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.G RE-INSTALLATION [NOT USED] 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUST`ING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MA.IN`T�NANCE (NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SLJMMARY OF CHANGE 26 CITY OF FORT WORTH Fa7 if�o�7h AUiunce Ai�yort — Rehabilrtatian of Taxiway ,� Lighting STANDARD CONSTRUCTION SPECIFICATIVN DOCUMENTS 02048 Revised July I, 2011 Technical Speci�cations Fo�t Wor�th Alliance Ai�po�t — Rehabilitation of Taxiway A Lighting THIS PAGE INTENTIONALLY LEFT BLANK Table Of Contents Volume I NS-G-100 — Work Requirements and Restrictions NS-G-400 — Construction and Traffic Control P-100 — Mobilization P-610 — Structural Portland Cement Concrete L-108 — Underground Power Cable for Airports L-110 — Airpo�t Underground Electrical Duct Banks and Conduits L-125 — Installation of Airport Lighting Systems L-126 — Installation of Retroreflective Markers Federally Funded Table of Contents TOC-1 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX THIS PAGE INTENTIONALLY LEFT BLANK ITEM NS-G-100 WORK REQUIREMENTS AND RESTRICTIONS L7��:7Ii�[�7T 100-1.1 Work under this contract generally consists of the following items. Construction wili be inside of the airport's Air Operations Area (AOA). 100-1.2 Light fixture removal. Light fixtures to be removed during the project include taxiway edge lights, elevated runway guard lights and semiflush runway guard lights. The fixtures, isolation transformers and other ancillary items will be removed from the light bases. The light bases shall remain. 100-1.3 �ight fixture installation. Light fi�ures to be installed during the project include LED taxiway edge lights, LED elevated runway guard lights and LED semiflush runway guard lights. New isolation transformers, base plates, mounting bolts, etc. shall be installed along with the new fixtures. The new fixtures shall be installed on existing light bases. 100-1.4 Retroreflective marker installation. Surface mounted retroreflective markers shall be installed along the straight sections of Taxiway A that are currently unlighted. 100-1.5 Airfield lighting cable removal/installation. Airfield lighting cables for Taxiway A edge lighting and for the Runway Guard Light circuits will be removed and new cables will be installed. 100-1.6 Conduit Replacement. New 2" PVC conduits may be installed during this project depending on conditions encountered by the Contractor. The Contractor may encounter crushed or blocked conduits. Only after action to clear the blockage is unsuccessful, as demonstrated to the Engineer, the Contractor shall replace the damaged sections of conduit. CONTRACT DURATION 100-2.1 Construction shall be completed within 120 calendar days from Notice to Proceed. OPERATIONAL SAFETY 100-3.1 Construction shall be in accordance with the requirements and restrictions in this section and Advisory Circular 150/5370-2F, "OPERATIONA� SAFETY ON AIRPORTS DURING CONSTRUCTION", latest version. 100-3.2 All personnel must be in an easily identifiable uniform safety vest or uniform. GENERAL WORK REQUIREMENTS AND RESTRICTIONS 100-4.1 Movement of personnel, equipment, and material: Access to work areas across active aircraft pavement shall be escorted in accordance with Advisory Circular 150/5370-2F, "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION". The route to the crossing point of aircraft pavement shall be clearly marked or defined. The locations of restricted areas shall be marked to ensure vehicles respond accordingly e.g. yield to aircraft at a taxiway Federally Funded Work Requirements and Restrictions NS-G-100-1 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX object free zone. Work area access needing runway closure will be scheduled between 11:00 PM and 5:00 AM except as allowed by the Engineer. 100-4.2 Sufficient numbers of sweepers, vacuum trucks, and/or ofher cieaning equipment shall be on site to immediately address debris on an active aircraft pavement resulting from contractor operations. A minimum of one (1) sweeper and one (1) water truck shall be on site at all times. Failure to immediately address debris (in the opinion of the Engineer) may result in a directive to stop work and a corresponding uncompensated loss of phase and/or contract time. DETAILED WORK REQUIREMENTS AND RESTRICTIONS 100-5.1 All Areas a. Duration: The work may then be performed 24 hours a day, 7 days a week as necessary to be completed within the contract duration. b. Night operations will only be allowed with 48 hours advanced notice and approval of lighting by engineer and airport authority. END OF ITEM NS-G-100 Federally Funded Work Requirements and Restrictions NS-G-100-2 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX ITEM NS-G-400 CONSTRUCTION AND TRAFFIC CONTROL DESCRIPTION 400-1.1 This item shall include ail labor, materiais, and equipment necessary for furnishing, piacing, relocating, maintaining, and removing lighted barricades. This item shall also govern all labor, materials, and equipment necessary for the control of construction and other project related or impacted traffic. Traffic control shall include, but not be limited to: traffic signage, barricades, and striping; gate guards and flag-persons; and any other traffic control devices that may be required by the Engineer to provide for the safety of the public. MATERIALS 400-2.1 GENERAL. Lighted barricades shall be in accordance with FAA Advisory Circular 150/5370-2F, "OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION". 400-2.2 LIGHTED BARRICADES. The barricades shall be Safety Barricade Model AR-10x96 or approved equal. The lights shall be battery operated and flashing, strobe, or continuous burning, as shown on the plans, or as directed by the Engineer. 400-2.3 TRAFFIC CONTROL. Controls shall meet the requirements of the TxDOT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" and the contract documents. CONSTRUCTION METHODS 400-3.1 LIGHTED BARRICADES. Lighted barricades shall be placed on the concrete and/or asphalt pavements and grass areas, as shown on the plans, to separate the active areas from areas under construction. Placement of lighted barricades shall be compatible with the contract documents and shall be located in accordance with the plans. It shall be the Contractor's responsibility to secure the lighted barricades in an approved, stable manner. - The battery-operated flashers located at each end of the barricade shall be operative at all times. It shall be the Contractor's responsibility to immediately repair or replace any flasher that is not operating. Lighted barricades shall be in place prior to commencing construction operations. If the Contractor fails to locate or maintain the barricades and lights, it shall be cause for the suspension of work, until proper maintenance and barricade location has been fulfilled to the satisfaction of the Engineer. Federally Funded Construction and Traffic Control NS-G-400-1 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX Lighted barricades shali be relocated to new areas as directed by the Engineer. This relocation is not a separate pay item but will be considered subsidiary to the Bid ifem NS-G-400. The lighted barricades shall remain the property of the Contractor. 400-3.2 TRAFFIC CONTROL. Traffic control devices and requirements, e.g. signs, gate guards, flag-persons, shall be provided as directed by the Engineer. METHOD OF MEASUREMENT 400-4.1 LIGHTED BARRICADES. The furnishing, placing, and removal of lighted barricades will not be measured and will be considered subsidiary to bid Item NS-G-400. Relocation of lighted barricades shall not be a separate pay item but will be included as part of Bid Item NS- G-400. 400-4.2 TRAFFIC CONTROL. Traffic control shall be included as part of Bid Item NS-G-400. BASIS OF PAYMENT 400-5.1 Payment for construction and traffic control shall be made at a percentage of the lump sum amount bid. The percentage shall be the same for each invoice period and will be calculated from the number of invoice periods in the construction schedule submitted by the contractor. The total, final amount paid shall be equal to the amount bid. Payment will be made under: ITEM DESCRIPTION UNIT NS-G-400a Construction and Traffic Control END OF ITEM NS-G-400 LS Federally Funded Construction and Traffic Control NS-G-400-2 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX ITEM P-100 MOBILIZATION DESCRIPTION 100-1.1 This item shall consist of the mobilization �f equipment and facilities to the project site in preparation for work to be done under this contract. Equipment shall consist of both offsite and onsite machinery needed to accomplish the activities required to construct items described under the various bid items. Facilities shall consist of temporary utilities, vender services, mobile facilities, trailers, structures and shelters used to perform administrative functions, quality control work, certain quality acceptance work, security functions or equipment maintenance functions, and fuel storage tanks. Expenditures required to connect and maintain facilities to various public utility services, shall be included and any associated permits if required. BUILDINGS AND SERVICES 100-1.2 SECURTIY GATE GUARD. The Confractor is required to provide a Security Gate Guard for the duration of the project to control site ingress/egress through the Contractor's Access Gate any time the gate is being utilized by the Contractor for hauling purposes. When a Security Gate Guard is not present the gate shall remain locked and secured. EXECUTION 100-2.1 EXECUTION. a. Security Gate Guard. Whenever the Contractor is hauling maferial through the Contractor's Access Gate a Security Gate Guard shatl be positioned at the gate to control site ingress/egress. Should the gate guard need to temporarily leave the site, the gate shall be locked and secured. Hours of operation and hauling through the Contractor's Access Gage shall be approved by the Sponsor. METHOD OF MEASUREMENT 100-3.1 Measurement for "Mobilization," shall include mobilization of all equipment, materials, labor, furnishings, temporary structures, excavation, permits, wiring, utility connections, monthly utility bills, and expenditures associated with the Engineer's Field Office, Security, and all accessories, appurtenances, and incidentals associated with these items, shall measured as a lump sum unit and is subject to partial payments in as outlined under Method of Payment. Federally Funded Mobilization P-100-1 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX METHOD OF PAYMENT 100-4.1 Partiai payments for "Mobilization" will be made once each month as the work progresses. Provided all requirements of applicable General and Special Provisions have been accomplished to the satisfaction of the Engineer, partial payments will be made as follows: a. When 5 percent of the original contract amount is earned, 20 percent of the amount bid for this item will be paid, not to exceed 2 percent of the original contract amount. b. When 20 percent of the original contract amount is earned, 50 percent of the amount bid for this item, less all-previous payments, will be paid, not to exceed 5 percent of the original contract amount. c. When 35 percent of the original contract amount is earned, 60 percent of fhe amount bid for this item, less all-previous payments, will be paid, not to exceed 6 percent of the original contract amount. d. When 75 percent of the original contract amount is earned, the amount bid for this item, less all-previous payments, will be paid, not to exceed 10 percent of the original contract amount e. When 90 percent of the original contract amount is earned, the amount in excess of 10 percent of the original contract amount, less all previous payments, will be paid. For the purpose of the Specification the term "original contract amounY' as used above shall mean the amount of the award for the construction items on this contract not including the amount bid for mobilization. Payments for materials on hand will not be included as a percent of original contract amount earned until said materials on hand have been incorporated into the work and accepted and paid for as contract items. For multiple schedule projects, the above "original contract amount" shall be interpreted by schedule. This price shall extend to the general contractor and to any and all subcontractors. No additional payment will be made to any bid item to compensate the Contractor or subcontractor for loss of profits attributed to mobilization costs. BASIS FOR PAYMENT 100-5.1 Payment shall be made at the -contract unit lump sum price for "Mobilization" and include compensation for items specified herein and in accordance with the contract documents. Payment will be made under: ITEM DESCRIPTION P-100a Mobilization END OF ITEM P-100 UNIT LS Federally Funded Mobilization P-100-2 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX ITEM P-610 STRUCTURAL PORTLAND CEMENT CONCRETE DESCRIPTION 610-1.1 This item shali consist of reinforced structural Portland Cement Concrete (PCC), prepared and constructed in accordance with these specifications, at the locations and of the form and dimensions shown on the pians. MATERIALS 610-2.1 GENERAL. Only approved materiais, conforming to the requirements of these _ specifications, shall be used in the work. They may be subjected to inspection and tests at any time during the progress of their preparation or use. The source of supply of each of the materials sha(I be approved by the Engineer before delivery or use is started. Representative preliminary samples of the materials shall be submitted by the Contractor, when required, for examination and test. Materials shall be scored and handled to insure the preservation of their quality and fitness for use and shall be located to facilitate prompt inspection. All equipment for handling and transporting materials and concrete must be clean before any material or concrete is placed therein. In no case shall the use of pit-run or naturally mixed aggregates be permitted. Naturally mixed aggregate shall be screened and washed, and all fine and coarse aggregates shall be stored separately and kept clean. The mixing of different kinds of aggregates from different sources in one storage pile or alternating batches of different aggregates will not be permitted. a. Reactivity. Aggregates shall be tested for deleterious reactivity with alkalis in the cement, which may cause excessive expansion of the concrete. Separate tests of coarse and fine aggregate shall be made in accordance with ASTM C 1260. If the expansion of coarse or fine aggregate test specimens, tested in accordance with ASTM C 1260, does not exceed 0.10 % at 28 days (30 days from casting), the coarse or fine aggregates shall be accepted. If the expansion of any aggregate, coarse or fine, at 28 days is greater than 0.10%, tests of combined materials shall be made in accordance with ASTM C 1567 using the aggregates, cementitious materials, andlor specific reactivity reducing chemicals in the proportions proposed for the mixture design. If the expansion of the proposed combined materials test specimens, tested in accordance with ASTM C 1567, does not exceed 0.10 % at 28 days, the proposed combined materials will be accepted. If the expansion of the proposed combined materials test specimens is greater than 0.10% at 28 days, the aggregates will not be accepted unless adjustments to the combined materials mixture can reduce the expansion to less than 0.10 % at 28 days, or new aggregates shall be evaluated and tested. 610-2.2 COARSE AGGREGATE. The coarse aggregate for concrete shall meet the requirements of ASTM C 33. Crushed stone aggregate shall have a durability factor, as determined by ASTM C 666, greater than or equal to 95. The Engineer may consider and reserve final approval of other State classification procedures addressing aggregate durability. Coarse aggregate shall be well graded from coarse to fine and shall meet one of the gradations shown in Table 1, using ASTM C 136. Federally Funded Structural Portland Cement Concrete P-610-1 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX 610-2.3 FINE AGGREGATE. The fine aggregate for concrete shall meet the requirements of ASTM C 33. The fine aggregate shall be weil graded from fine to coarse and shall meet the requirements of Table 2 when tested in accordance with ASTM C 136: Table 1- GRADATION FOR COARSE AGGREGATE PERCENTAGE BY WEIGHT SIEVE DESIGNATION PASSING SIEVES (SQUARE OPENINGS) 2" 1-1 /2" 1" 3/4" 1/2" 3/8" N0.4 No. 4 to 3/4 in. (4.75-19.0 mm) 100 90-100 20-55 0-10 No. 4 to 1 in. (4.75-25.0 mm) 100 90-100 25-60 0-10 No. 4 to 1-1/2 in. (4.75-38.1 mm) 100 95-100 35-70 10-30 0-5 Table 2- GRADATION FOR FINE AGGREGATE SIEVE DESIGNATION PERCENTAGE BY WEIGHT (SQUARE OPENINGS) PASSING SIEVES 3/8 in. 9.5 mm 100 No. 4 4.75 mm 95-100 No. 16 1.18 mm 45-80 No. 30 0.60 mm - 25-55 No. 50 0.30 mm 10-30 No. 100 (0.15 mm) 2-10 Blending will be permitted, if necessary, in order to meet the gradation requirements for fine aggregate. Fine aggregate deficient in the percentage of material passing the No. 50 mesh sieve may be accepted, provided that such deficiency does not exceed 5 percent and is remedied by the addition of pozzolanic or cementitious materials other than Portland cement, as specified in 610-2.6 on admixtures, in sufficient quantity to produce the required workability as approved by the Engineer. 610-2.4 CEMENT. Cement shall conform to the requirements of ASTM C 150 Type I/I I. The Contractor shall furnish vendors' certified test reports for each carload, or equivalent, of cement shipped to the project. The report shall be delivered to the Engineer before permission to use the cement is granted. All such test reports shall be subject to verification by testing sample materials received for use on the project. 610-2.5 WATER. The water used in concrete shall be free from sewage, oil, acid, strong alkalis, vegetable matter, and clay and loam. If the water is of questionable quality, it shall be tested in accordance with AASHTO T 26. Federally Funded Structural Portland Cement Concrete P-610-2 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX 610-2.6 ADMIXTURES. The use of any material added to the concrete mix shall be approved by the Engineer. Before approval of any materiai, the Contractor shall be required to submit the results of complete physical and chemical analyses made by an acceptable testing laboratory. Subsequent tests shall be made of samples taken by the Engineer from the supply of the material being furnished or proposed for use on the work to determine whether the admixture is uniform in quality with that approved. Pozzolanic admixtures shall be flyash or raw or calcined natural pozzolans meeting the requirements of ASTM C 618, Class F or N with the exception of loss of ignition, where the maximum shall be less than 6 percent. Class F or N flyash for use in mitigating alkali-silica reactivity shall have a Calcium Oxide (Ca0) content of less than 13 percent and a total equivalent alkali content less than 3 percent. Air-entraining admixtures shall meet the requirements of ASTM C 260. Air-entraining admixtures shall be added at the mixer in the amount necessary to produce the specified air content. Water-reducing, set-controlling admixtures shall meet the requirements of ASTM C 494, Type A, water-reducing or Type D, water-reducing and retarding. Water-reducing admixtures shall be added at the mixer separately from air-entraining admixtures in accordance with the manufacturer's printed instructions. 610-2.7 PREMOL.DED JOINT MATERIAL. Premolded joint material for expansion joints shall meet the requirements of ASTM D 1752. 610-2.8 JOINT FI�LER. The filler for joints shall meet the requirements of Item P-605, unless otherwise specified in the proposal. 610-2.9 STEEL REINFORCEMENT. Reinforcing shall consist of deformed billet-steel bars conforming to the requirements of ASTM A 615, Grade 60. CONSTRUCTION METHODS 610-3.1 GENERA�. The Contractor shall furnish all labor, materials, and services necessary for, and incidental to, the completion of all work as shown on the drawings and specified herein. All machinery and equipment owned or controlled by the Contractor, which he proposes to use on the work, shall be of sufficient size to meet the requirements of the work, and shall be such as to produce satisfactory work; all work shall be subject to the inspection and approval of the Engineer. 610-3.2 CONCRETE COMPOSITION. The concrete shall develop a compressive strength of Federally Funded Structural Portland Ceme�t Concrete P-610-3 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX 610-2.10 COVER MATERIALS FOR CURING. Curing materials shall conform to one of the following specifications: 3,000 psi in 28 days as determined by test cylinders made in accordance with ASTM C 31 and tested in accordance with ASTM C 39. The concrete shall contain not less than 470 pounds of cement per cubic yard (280 kg per cubic meter). The concrete shall contain 5 percent of entrained air, plus or minus 1 percent, as determined by ASTM C 231 and shall have a slump of not more than 4 in (10 cm) as determined by ASTM C 143. 610-3.3 ACCEPTANCE SAMPLING AND TESTING. Concrefe for each structure will be accepted on the basis of the compressive strength specified in paragraph 3.2. The concrete shall be sampled in accordance with ASTM C 172. Compressive strength specimens shall be made in accordance with ASTNf� C 31 and tested in accordance with ASTM C 39. Concrete cylindrical test specimens shall be made in accordance with ASTM C 31 and tested in accordance with ASTM C 39. The Contractor shall cure and store the test specimens under such conditions as directed. The Engineer will make the actual tests on the specimens at no expense to the Contractor. 610-3.4 PROPORTIONING AND MEASURING DEVICES. When package cement is used, the quantity for each batch shall be equal to one or more whole sacks of cement. The aggregates shall be measured separately by weight. If aggregates are delivered to the mixer in batch trucks, the exact amount for each mixer charge shall be contained in each batch compartment. Weighing boxes or hoppers shall be approved by the Engineer and shall provide means of regulating the flow of aggregates into the batch box so that the required and exact weight of aggregates can be readily obtained. 610-3.5 CONSISTENCY. The consistency of the concrete shall be checked by the slump test specified in ASTM C 143. 610-3.6 MIXING: Concrete may be mixed at the construction site, at a central point, or wholly oc in part in truck mixers. The concrete shall be mixed and delivered in accordance with the requirements of ASTM C 94. 610-3.7 MIXING CONDITIONS. The concrete shall be mixed only in quantities required for immediate use. Concrete shall not be mixed while the air temperature is below 40 °F (4 °C) without permission of the Engineer. If permission is granted for mixing under such conditions, aggregates or water, or both, shall be heated and the concrete shall be placed at a temperature not less than 50 °F (10 °C) nor more than 100 °F (38 °C). The Contractor shall be held responsible for any defective work, resulting from freezing or injury in any manner during placing and curing, and shall replace such work at his/her expense. Retempering of concrete by adding water or any other material shall not be permitted. The delivery of concrete to the job shall be in such a manner that batches of concrete will be deposited at uninterrupted intervals. 610-3.8 FORMS. Concrete shall not be placed until all the forms and reinforcements have been inspected and approved by the Engineer. Forms shall be of suitable material and shall be of the type, size, shape, quality, and strength to build the structure as designed on the plans. The forms shall be true to line and grade and shall be mortar-tight and sufficiently rigid to prevent Federally Funded Structural Portland Cement Concrete P-610-4 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX displacement and sagging between supports. The Contractor shall bear responsibility for their adequacy. The surtaces of forms sha(I be smooth and free from irregularities, dents, sags, and holes. The internal ties shall be arranged so that, when the forms are removed, no metal will show in the concrete surtace or discolor the surface when exposed to weathering. All forms shall be wetted with water or with a non-staining mineral oi�, which shall be applied shortly before the concrete is placed. Forms shall be constructed so that they can be removed without injuring the concrete or concrete surface. The forms shall not be removed before the expiration of at least '' 30 hours from vertical faces, walls, slender columns, and similar structures; forms supported by falsework under slabs, beams, girders, arches, and similar construction shall not be removed until tests indicate that at least 60% of the design strength of the concrete has developed. 610-3.9 PLACING REINFORCEMENT. All reinforcement shall be accurately placed, as shown on the plans, and shall be firmly held in position during concreting. Bars shall be fastened together at intersections. The reinforcement shall be supported by approved metal chairs. Shop drawings, lists, and bending details shall be supplied by the Contractor when required. 610-3.10 EMBEDDED ITEMS. Before placing concrete, any iterns that are to be embedded shall be firmly and securely fastened in place as indicated. Atl such items shall be clean and free from coating, rust, scale, oil, or any foreign matter. The embedding of wood shall be avoided. The concrete shall be spaded and consolidated around and against embedded items. 610-3.11 PLACING CONCRETE. All concrete shall be placed during daylight, unless otherwise approved. The concrete shall not be placed until the depth and character of foundation, the adequacy of forms and falsework, and the placing of the steel reinforcing have been approved. Concrete shall be placed as soon as practical after mixing and in no case later than 1 hour after water has been added to the mix. The method and mann�r of placing shall be such to avoid segregation and displacement of the reinforcement. Troughs, pipes, and chutes shall be used as an aid in placing concrete when necessary. Dropping the concrete a distance of more than 5 ft(1.5 m), or depositing a large quantity at one point, will not be permitted. Concrete shall be placed upon clean, damp surfaces, free from running water, or upon properly consolidated soil. The concrete shall be compacted with suitable mechanical vibrators operating within the concrete. When necessary, vibrating shall be supplemented by hand spading with suitable tools to assure proper and adequate compaction. Vibrators shall be manipulated so as to work the concrete thoroughly around the reinforcement and embedded fixtures and into corners and angles of the forms. The vibration at any joint shall be of sufficient duration to accomplish compaction but shall not be prolonged to the point where segregation occurs. Concrete deposited under water shall be carefully placed in a compact mass in its final position by means of a tremie, a closed bottom dump bucket, or other approved method and shall not be disturbed after being deposited. 610-3.12 CONSTRUCTION JOINTS. When the placing of concrete is suspended, necessary provisions shall be made for joining future work before the placed concrete takes its initial set. For the proper bonding of old and new concrete, such provisions shall be made for grooves, steps, keys, dovetails, reinforcing bars or other devices as may be prescribed. The work shall be arranged so that a section begun on any day shall be finished during daylight of the same ; Federally Funded Structural Portland Cement Concrete P-610-5 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX day. Before depositing new concrete on or against concrete that has hardened, the surtace of the hardened concrete shall be cleaned by a heavy steel broom, roughened slightly, wetted, and covered with a neat coating of cement paste or grout. 610-3.13 EXPANSION JOINTS. Expansion joints shall be constructed at such points and of such dimensions as may be indicated on the drawings. The premolded filler shall be cut to the same shape as that of the surfaces being joined. The filler shall be fixed firmly against the surtace of the concrete already in place in such manner that it will not be displaced when concrete is deposited against it. 610-3.14 DEFECTIVE WORK. Any defective work discovered after the forms have been removed shall be immediately removed and replaced. If any dimensions are deficient, or if the surface of the concrete is bulged, uneven, or shows honeycomb, which in the opinion of the Engineer cannot be repaired satisfactorily; the entire section shall be removed and replaced at the expense of the Contractor. 610-3:15 SURFACE FINISH. All exposed concrete surtaces shal( be true, smooth, and free from open or rough spaces, depressions, or projections. The concrete in horizontal plane surfaces shall be brought flush with the finished top surtace at the proper elevation and shall be struck-off with a straightedge and floated. Mortar finishing shall not be permitted, nor shall dry cement or sand-cement mortar be spread over the concrete during the finishing of horizontal plane surtaces. When directed, the surface finish of exposed concrete shall be a rubbed finish. If forms can be removed while the concrete is still green, tfie surface shall be pointed and wetted and then rubbed with a wooden float until all irregularities are removed. If the concrete has hardened before being rubbed, a carborundum stone shall be used to finish the surtace. When approved, the finishing can be done wifh a rubbing machine. 610-3.16 CURING AND PROTECTION. All concrete shall be properly cured and protected by the Contractor. The work shall be protected from the elements, flowing water, and from defacement of any nature during the building operations. The concrete shall be cured as soon as it has sufficiently hardened by covering with an approved material. Water-absorptive coverings shall be thoroughly saturated when placed and kept saturated for a period of at least 3 days. All curing mats or blankets shall be sufficiently weighted or tied down to keep the concrete surface covered and to prevent the surface from being exposed to currents of air. Where wooden forms are used, they shall be kept wet at all times until removed to prevent the opening of joints and drying out of the concrete. Traffic shall not be allowed on concrete surtaces for 7 days after the concrete has been placed.- 610-3.17 DRAINS OR DUCTS. Drainage pipes, conduits, and ducts that are to be encased in concrete shall be installed by the Contractor before the concrete is placed. The pipe shall be held rigidly so that it will not be displaced or moved during the placing of the concrete. 610-3.18 COLD WEATHER PROTECTION. When concrete is placed at temperatures below 40 °F (4 °C), the Contractor shall provide�satisfactory methods and means to protect the mix from injury by freezing. The aggregates, or water, or both, shall be heated in order to place the concrete at temperatures between 50 °F and 100 °F (10 °C and 38 °C). Federally Funded Structural Portland Cement Concrete P-610-6 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX ' Calcium chloride may be incorporated in the mixing water when directed by the Engineer. Not more than 2 pounds (908 grams) of Type 1 nor more than 1.6 pounds (726 grams) of Type 2 shall be added per bag of cement. After the concrete has been placed, the Contractor shall provide sufficient protection such as cover, canvas, framework, heating apparatus, etc., to ' enclose and protect the structure and maintain the temperature of the mix at not less than 50 °F ' (10 °C) until at least 60% of the designed strength has been attained. 610-3.19 FILLING JOINTS. All joints that require filling shall be thoroughly cleaned, and any excess mortar or concrete shall be cut out with proper tools. Joint filling shall not be started until after final curing and shall be done only when the concrete is completely dry. The cleaning and filling shall be carefully done with proper equipment and in a manner to obtain a neat looking ;'; joint free from excess filler. METHOD OF MEASUREMENT 610-4.1 Portland Cement concrete shall not be measured but shall be considered incidental to installation of various other bid items. 610-4.2 Reinforcing steel shall not be measured but shall be considered incidental to installation of various other bid items. 610-4.2 No separate payment shall be made for concrete washout and disposal of the concrete washout material at an offsite location. BASIS OF PAYMENT 610-5.1 Accepted quantities of Structural Portland Cement Concrete shall be considered incidental to other pay items and no separate payment will be made for this material 610-5.2 No separate payment shall be made for reinforcing steel. 610-5.3 No separate payment shall be made for concrete washout and disposal of the concrete washout material at and offsite location. TESTING REQUIREMENTS ASTM C 31 ASTM C 39 ASTM C 136 ASTM C 138 ASTM C 143 Federally Funded Issued for Bid January 23, 2014 Making and Curing Test Specimens in the Field Compressive Strength of Cylindrical Concrete Specimens Sieve Analysis of Fine and Coarse Aggregates Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete Slump of Hydraulic Cement Concrete Structural Portland Cement Concrete Taxiway A Rehabilitation Alliance Airport, Fort Worth, TX P-610-7 ASTM C 231 Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 666 Resistance of Concrete to Rapid Freezing and Thawing ASTM C 1077 Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation ASTM C 1260 Potentiai Alkali Reactivity of Aggregates (Mortar-Bar Method) MATERIAL REQUIREMENTS ASTM A 184 ASTM A 185 ASTM A 497 ASTM A 615 ASTM A 704 ASTM C 33 ASTM C 94 ASTM C 150 ASTM C 171 ASTM C 172 ASTM C 260 ASTM C 309 ASTM C 494 ASTM C 595 ASTM C 618 ASTM D 1751 Federally Funded Issued for Bid January 23, 2014 Specification for Fabricated Deformed Steel Bar or Rod Mats for Concrete Reinforcement Steel Welded Wire Fabric, Plain, for Concrete Reinforcement Steel Welded Wire Fabric, Deformed, for Concrete Reinforcement Deformed and Plain Billet-Steel Bars for Concrete Reinforcement Welded Steel Plain Bars or Rod Mats for Concrete Reinforcement Concrete Aggregates Ready-Mixed Concrete Portland Cement Sheet Materials for Curing Concrete Sampling Freshly Mixed Concrete Air-Entraining Admixtures for Concrete Liquid Membrane-Forming Compounds for Curing Concrete Chemical Admixtures for Concrete Blended Hydraulic Cements Coal Flyasli and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete Specification for Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types) Structural Portland Cement Concrete P-610-8 Taxiway A Rehabilitation Alliance Airport, Fort Worth, TX ASTM D 1752 Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction AASHTO T 26 Quality of Water to be Used in Concrete Federally Funded Issued for Bid January 23, 2014 Structural Portland Cement Concrete Taxiway A Rehabilitation Alliance Airport, Fort Worth, TX P-610-9 END OF ITEM P-610 Federaliy Funded Structural Portland Cement Concrete P-610-10 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX ITEM L-108 UNDERGROUND POWER CABLE FOR AIRPORTS DESCRIPTION 108-1.1 This item shall consist of furnishing and installing power cabies within conduit or duct banks in accordance with these specifications at the locations shown on the plans. Also included are the installation of counterpoise wires, ground wires, ground rods and connections, cable splicing, cable marking, cable testing, and all incidentals necessary to place the cable in operating condition as a completed unit to the satisfaction of the Engineer. This item shall not include the installation of duct banks or conduit, trenching and backfilling for duct banks or conduit, or furnishing or installation of any cable for FAA facilities. Requirements and payment for trenching and backfilling for the installation of underground conduit and duct banks is covered under Item �-110 "Airport Underground Electrical Duct Banks and Conduits." EQUIPMENT AND MATERIALS 108-2.1 GENERAL. a. Airport lighting equipment and materials covered by Federal Aviation Administration (FAA) specifications shall be approved under the Airport Lighting Equipment Certification Program described in Advisory Circular (AC) 150/5345-53, current version. b. All other equipment and materials covered by other referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification, when requested by the Engineer. c. Manufacturer's certifications shall not relieve the Contractor of the Contractor's responsibility to provide materials in accordance with these specifications and acceptable to the Engineer. Materials supplied and/or installed that do not materially comply with these specifications shall be removed, when directed by the Engineer and replaced with materials, which do comply with these specifications, at the sole cost of the Contractor. d. All materials and equipment used to construct this item shall be submitted to the Engineer for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a c�uality as the original. Clearly and boldly mark each copy to identify pertinent products or models applicable to this project. Indicate all optional equipment and delete non- pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment for which they apply on each submittal sheet. Markings shall be boldly and clearly made with arrows or circles (highlighting is not acceptable). Contractor is solely responsible for delays in project accruing directly or indirectly from late submissions or resubmissions of submittals. Federally Funded Underground Power Cable for Airports �-108-1 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX e. The data submitted shall be sufficient, in the opinion of the Engineer, to determine compliance with the plans and specifications. The Contractor's submittals shall be neatly bound in a properly sized 3-ring binder, tabbed by specification section. The Engineer reserves the right to reject any and all equipment, materials or procedures, which, in the Engineer's opinion, does not meet the system design and the standards and codes, specified herein. f. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least twelve (12) months from final acceptance by the Owner. The defective materials and/or equipment shalf be repaired or replaced, at the Owner's discretion, with no additional cost to the Owner. The Contractor shall be responsible to maintain an insulation resistance of 50 megohms minima, (1000 V megger) with isolation transformers connected in new circuits and new segments of existing circuits through the end of the contract warranty period. 108-2.2 CABLE. Underground cable for airfield lighting facilities (runway and taxiway lights and signs) shall conform to the requirements of AC 150/5345-7, Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits. Conductor sizes noted above shall not apply to leads furnished by manufacturers on airtield lighting transformers and fixtures. Wire for electrical circuits up to 600 volts shall comply with Specification L-824 and/or Federal Specification J-C-30 and shall be type THWN-2. Cable type, size, number of conductors, strand and service voltage shall be as specified on the plans. 108-2.3 BARE COPPER WIRE (COUNTERPOISE, BARE COPPER WIRE GROUND AND GROUND RODS). Wire for counterpoise or ground installations for airfield lighting systems shall be No. 6 AWG solid for counterpoise and or No. 6 AWG stranded for ground wire conforming to ASTM B 3 and ASTM B 8, and shall be bare copper wire conforming to the requirements of ASTM D 33. Ground rods shall be copper-clad steel. The ground rods shall be of the length and diameter specified on the plans, but in no case shall they be less fhan 10-feet long nor less than 3/4 in. in diameter. 108-2.4 CABLE CONNECTIONS. In-line connections of underground primary cables shall be of the type called for on the plans, and shall be one of the types listed below. No separate payment will be made for cable connections. a. The Cast Splice. A cast splice, employing a plastic mold and using epoxy resin equivalent to that manufactured by Minnesota Mining and Manufacturing Company, "ScotchcasY' Kit No. 82--B, or as manufactured by Hysol� Corporation, "Hyseal Epoxy Splice" Kit No. E1135, or equivalent, is used for potting the splice is acceptable. b. The Field-attached Plug-in Splice. Figure 3 of AC 150/5345-26, Specification for L-823 Plug and Receptacle, Cable Connectors, employing connector kits, is acceptable for field attachment to single conductor cable. It shall be the Contractor's responsibility to determine the outside diameter of the cable to be spliced and to furnish appropriately sized connector kits and/or adapters and heat shrink tubing with integral sealant. c. The Factory-Molded Plug-in Splice. Specification for L-823 Connectors, Factory-Molded to Individual Conductors, is acceptable. Federally Funded Underground Power Cable for Airports L-108-2 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX d. The Taped or Heat-Shrinked Splice. Taped splices empioying field-applied rubber, or synthetic rubber tape covered with piastic tape is acceptable. The rubber tape shouid meet the requirements of ASTM D 4388 and the plastic tape should comply with Mil Spec. MIL-I-24391 or Fed. Spec. A-A-55809. Heat shrinkable tubing shall be heavy-wall, self-sealing tubing rated for the voltage of the wire being spliced and suitable for direct-buried installations. The tubing shall be factory coated with a thermoplastic adhesive-sealant that will adhere to the insulation of the ' wire being spliced forming a moisture- and dirt-proof seal. Additionally, heat shrinkable tubing for multi-conductor cables, shielded cables, and armored cables shall be factory kits designed for the application. Heat shrinkable tubing and tubing kits shall be manufactured by Tyco Electronics/ Raychem Corporation, Energy Division, or approved equivalent. In all the above cases, connections of cable conductors shall be made using crimp connectors using a crimping tool designed to make a complete crimp before the tool can be removed. All L- 823/L-824 splices and terminations shall be made in accordance with the manufacturer's recommendations and listings. �, All connections of counterpoise, grounding conductors and ground rods shall be made by the ;' exothermic process or approved equivalent, except the base can ground clamp connector shall be used for attachment to the base can. All exothermic connections shall be made in � accordance with the manufacturer's recommendations and listings. � 108-2.5 SPLICER QUALIFICATIONS. Every airfield lighting cable splicer shall be qualified in E making cable splices and terminations on cables rated above 5,000 volts AC. The Contractor ; shall submit to the Engineer proof of the qualifications of each proposed cable splicer for the � cable type and voltage level to be worked on. Cable splicing/terminating personnel shall have a ' minimum of three (3) years continuous experience in terminating/splicing medium voltage cable. 108-2.6 CONCRETE. Concrete for cable markers shall conform to Specification Item P-610, "Structural Portland Cement Concrete." 108-2.7 CABLE IDENTIFICATION TAGS. Cable identification tags shall be made from a non- corrosive material with the circuit identification stamped or etched onto the tag. The tags shall be of the type as detailed on the plans. 108-2.8 TAPE. Electrical tapes shall be Scotch Electrical Tapes — number Scotch 88 (1-1/2" wide) and Scotch 130C linerless rubber splicing tape (2" wide), as manufactured by the Minnesota Mining and Manufacturing Company, or approved equivalent. 108-2.9 ELECTRICAL COATING. ScotchkoteT"" shall be as manufactured by Minnesota Mining and Manufacturing Company, or approved equivalent. 108-2.10 EXISTING CIRCUITS. Whenever the scope of work requires, connection to an existing circuit, the circuit's insulation resistance shall be tested, in the presence of the Engineer. The test shall be performed in accordance with this item and prior to any activity - affecting the respective circuit. The Contractor shall record the results on forms acceptable to the engineer. When the work affecting the circuit is complete, the circuit's insulation resistance shall be checked again, in the presence of the Engineer. The Contractor shall record the results on forms acceptable to the engineer. The second reading shall be equal to or greater than the first reading or the Contractor shall make the necessary repairs to the circuit to bring the second reading above the first reading. All repair costs including a complete replacement of the L-823 connectors, L-830 transformers and L-824 cable, if necessary, shall be borne by the Contractor. All test results shall be submitted in the Operation and Maintenance (O&M) Manual. Federally Funded Underground Power Cable for Airports L-1083 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX CONSTRUCTION METHODS 108-3.1 GENERAL. The Contractor shall install the specified cabie at the approximate locations indicated on the plans. Unless otherwise shown on the plans, ail cable required to cross under pavements expected to carry aircraft loads shall be installed in concrete encased duct banks. Wherever possible, cable shall be run without splices, from connection to connection. Cable connections between lights will be permitted only at the light locations for connecting the underground cable to the primary leads of the individual isolation transformers. The Contractor shall be responsible for providing cable in continuous lengths for home runs or other long cable runs without connections, unless otherwise authorized in writing by the Engineer or shown on the plans. In addition to connectors being installed at individual isolation transformers, L-823 cable connectors for maintenance and test points shall be installed at locations shown on the plans. Cable circuit identification markers shall be installed on both sides of the L-823 connectors installed or at least once in each access point where L-823 connectors are not installed. Provide not less than 3 feet of cable slack on each side of all connections, isolation transformers, light units, and at points where cable is connected to field equipment. Where provisions must be made for testing or for future above grade connections, provide enough slack to allow the cable to be extended at least 1 ft. vertically above the top of the access structure. This requirement also applies where primary cable passes through empty base cans, junction and access structures to allow for future connections, or as designated by the Engineer. 108-3.2 INSTALLATION IN DUCT BANKS OR CONDUITS. This item includes the installation of the cable in duct banks or conduit as described below. The maximum number and voltage ratings of cables installed in each single duct or conduit, and the current-carrying capacity of each cable shall be in accordance with the latest National Electric Code, or the code of the local agency or authority having jurisdiction. The Contractor shall make no connections or splices of any kind in cables installed in conduits or duct banks. Unless otherwise designated in the plans, where ducts are in tiers, use the lowest ducts to receive the cable first, with spare ducts left in the upper levels. Check duct routes prior to construction to obtain assurance that the shortest routes are selected and interferences are avoided. Duct banks or conduits shall be installed as a separate item in accordance with Item L-110, "Airport Underground Electrical Duct Banks and Conduit." The Contractor shall run a mandrel through duct banks or conduit prior to installation of cable to insure that the duct bank or conduit is open, continuous and clear of debris. Mandrel size shall be compatible with conduit size. The Contractor shall swab out all conduits/ducts and clean base can, manhole, etc. interiors IMMEDIATELY prior to pulling cable. Once cleaned and swabbed the base cans and all accessible points of entry to the duct/conduit system shall be kept closed except when installing cables. Cleaning of ducts, base cans, manholes, etc. is incidental to the pay item of the item being cleaned. All raceway systems left open, after initial cleaning, for any reason shall be recleaned at the Contractor's expense. All accessible points shall be kept closed when not installing cable. The Contractor shall verify existing ducts proposed for use in this project as clear and open. The Contractor shall notify the Engineer of any blockage in the existing ducts. The cable shall be installed in a manner to prevent harmful stretching of the conductor, injury to the insul�tion, or damage to the outer protective covering. The ends of all cables shall be sealed Federally Funded Underground Power Cable for Airports �-108-4 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX with moisture-seal tape providing moisture-tight mechanical protection with minimum buik, or alternately, heat shrinkable tubing before pulling into the conduit and it shall be left sealed until connections are made. Where more than one cable is to be installed in a conduit, all cable shall be pulled in the conduit at the same time. The pulling of a cable through duct banks or conduits may be accomplished by hand winch or power winch with the use of cable grips or pulling eyes. Maximum pulling tensions shall be governed by cable manufacturer's recommendations. A non- hardening lubricant recommended for the type of cable being installed shall be used where pulling lubricant is required. Contractor shall submit pulling tension values to the Engineer prior to any cable installation. If required by the Engineer, pulling tension values for cable pulls shall be monitored by a dynamometer in the presence of the Engineer. Cable pull tensions shall be recorded by the Contractor and reviewed by the Engineer. Cables exceeding the maximum allowable pulling tension values shall be removed and replaced by the Contractor at the Contractor's expense. j The manufacturer's minimum bend radius or the NEC requirements whichever is more � restrictive shall apply. Cable installation, handling and storage shall be per manufacturer's i' recommendations. During cold weather, particular attention shall be paid to the manufacturer's � minimum installation temperature. Cable shall not be installed when the temperature is at or � below the manufacturer's minimum installation temperature. At the Contractor's option, the ; Contractor may submit a plan, for review by the Engineer, for heated storage of the cable and : maintenance of an acceptable cable temperature during installation when temperatures are ; below the manufacturer's minimum cable installation temperature. Cable shall not be dragged across base can or manhole edges, pavement or earth. When cable must be coiled, lay cable out on a canvas tarp or use other appropriate means to prevent abrasion to the cable jacket. 108-3.3 SPLICING. Connections of the type shown on the plans shall be made by experienced personnel regularly engaged in this type of work and shall be made as follows: a. Cast Splices. These shall be made by using crimp connectors forjointing conductors. Molds shall be assembled, and the compound shall be mixed and poured in accordance with manufacturer's instructions and to the satisfaction of the Engineer. b. Field-attached Plug-in Splices. These shall be assembled in accordance with manufacturer's instructions. These splices shall be made by plugging directly into mating connectors. In all cases the joint where the connectors come together shall be wrapped with at least one layer of rubber or synthetic rubber tape and one layer of plastic tape, one-half lapped, extending at least 1-1/2 in. on each side of the joint. c. Factory-Molded Plug-in Splices. These shall be made by plugging directly into mating connectors. In all cases, the joint where the connectors come together shall be wrapped with at least one layer of rubber or synthetic rubber tape and one layer of plastic tape, one-half lapped, extending at least 1-1/2 in. on each side of the joint. d. Taped or Heat-Shrinked Splices. A taped splice shall be made in the following manner: Bring the cables to their final position and cut so that the conductors will butt. Remove insulation and jacket allowing for bare conductor of proper length to fit compression sleeve connector with 1/4 in. of bare conductor on each side of the connector. Prior to splicing, the two ends of the cable insulation shall be penciled using a tool designed specifically for this purpose and for cable size and type. Do not use emery paper on splicing operation since it contains metallic Federally Funded Underground Power Cable for Airports L-1�8-5 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX particles. The copper conductors shail be thoroughly cleaned. Join the conductors by inserting them equidistant into the compression connection sleeve. Crimp conductors firmly in place with crimping tool that requires a complete crimp before tooi can be removed. Test the crimped connection by pulling on the cable. Scrape the insulation to assure that the entire surtace over which the tape will be applied (plus 3 in. on each end) is clean. After scraping wipe the entire area with a clean lint-free cloth. Do not use solvents. Apply high-voltage rubber tape one-half lapped over bare conductor. This tape should be tensioned as recommended by the manufacturer. Voids in the connector area may be eliminated by highly elongating the tape, stretching it just short of its breaking point. Throughout the rest of the splice less tension should be used. Always attempt to exactly half-lap to produce a uniform buildup. Continue buildup to 1-1/2 times cable diameter over the body of the splice with ends tapered a distance of approximately 1 in. over the original jacket. Cover rubber tape with two layers of vinyl pressure-sensitive tape one-half lapped. Do not use glyptol or lacquer over vinyl tape as they react as solvents to the tape. No further cable covering or splice boxes are required. Heat shrinkable tubing shatl be installed following manufacturer's instructions. Direct flame heating shall not be permitted unless recommended by the manufacturer. Cable surtaces within the limits of the heat-shrink application shall be clean and free of contaminates prior to application. 108-3.4 BARE COUNTERPOISE WIRE INSTALLATION FOR LIGHTNING PROTECTION AND GROUNDING. If shown on the plans or included in the job specifications, bare counterpoise copper wire shall be installed for lightning protection of the underground cables. Counterpoise wire shall be installed in the same trench for the entire length of buried cable, conduits and duct banks that are installed to contain airfield cables. Where the cable or duct/conduit trench runs parallel to the edge of pavement, the counterpoise shall be installed in a separate trench located half the distance between the pavement edge and the cable or duct/conduit trench, In trenches not parallel to pavement edges, counterpoise wire shall be installed continuously a minimum of 4 in. above the cable, conduit or duct bank, or as shown on the plans if greater. Additionally, counterpoise wire shall be installed at least 8 in. below the top of subgrade in paved areas or 10 in. below finished grade in un-paved areas. This dimension may be less than 4 in. where conduit is to be embedded in existing pavement. Counterpoise wire shall not be installed in conduit. The counterpoise wire shall be routed around to each light fixture base, mounting stake, or junction/access structures. The counterpoise wire shall also be exothermically welded to ground rods installed as shown on the plans but not more than 500 ft. apart around the entire circuit. The counterpoise system shall be continuous and terminate at the transformer vault or at the power source. It shall be securely attached to the vault or equipment external ground ring or other made electrode grounding system. The connections shall be made as shown on the plans and in the specifications. If shown on the plans or in the specifications, a separate equipment (safety) ground system shall be provided in addition to the counterpoise wire using one of the following methods: (1) A ground rod installed at and securely attached to each light fixture base, mounting stake if painted, and to all metal surtaces at junction/access structures. (2) Install an insulated equipment ground conductor internal to the conduit system and securely attached it to each light fixture base and to all metal su�faces at junction/access Federally Funded Underground Power Cable for Airports L-10S-6 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX structures. This equipment ground conductor shali aiso be exothermically weided to ground rods installed not more than 500 feet apart around the circuit. a. Counterpoise Installation Above Multiple Conduits and Duct Banks. Counterpoise wires shall be installed above multiple conduits/duct banks for airfield lighting cables, with the intent being to provide a complete cone of protection over the airfield lighting cables. When multiple conduits and/or duct banks for airfield cable are installed in the same trench, the number and location of counterpoise wires above the conduits shall be adequate to provide a complete cone of protection measured 22'/2 degrees each side of vertical. Where duct banks pass under pavement to be constructed in the project, the counterpoise shall be placed above the duct bank. Reference details on the construction plans. b. Counterpoise Installation at Existing Duct Banks. When airtield lighting cables are indicated on the plans to be routed through existing duct banks, the new counterpoise wiring shall be terminated at ground rods at each end of the existing duct bank where the cables being protected enter and exit the duct bank. The new counterpoise conductor shall be bonded to the existing counterpoise system. 108-3.7 EXOTHERMIC BONDING. Bonding of counterpoise wire shall be by the exothermic welding process. Only personnel experienced in and regularly engaged in this type of work shall make these connections. Contractor shall demonstrate to the satisfaction of the Engineer, the welding kits, materials and procedures to be used for welded connections prior to any installations in the field. The installations shall comply with the manufacturer's recommendations and the following: a. All slag shall be removed from welds. b. For welds at light fixture base cans, all galvanized coated surface areas and "melt" areas, both inside and outside of base cans, damaged by exothermic bond process shall be restored by coating with a liquid cold-galvanizing compound conforming to U.S. Navy galvanized repair coating meeting Mil. Spec. MIL-P-21035. Surtaces to be coated shall be prepared and compound applied in accordance with manufacturer's recommendations. c. All buried copper and weld material at weld connections shall be thoroughly coated 6 mil of 3M "Scotchkote," or approved equivalent, or coated with coal tar Bitumastic� material to prevent surFace exposure to corrosive soil or moisture. 108-3.8 TESTING. The Contractor shall furnish all necessary equipment and appliances for testing the airport electrical systems and underground cable circuits before and after installation. The Contractor shall pertorm all tests in the presence of the Engineer. The Contractor shall demonstrate the electrical characteristics to the satisfaction of the Engineer. All costs for testing are incidental to the respective item being tested. For phased projects, the tests must be completed by phase and results meeting the specifications below must be maintained by the Contractor throughout the entire praject as well as during the ensuing warranty period. Earth resistance testing methods shall be submitted to the Engineer for approval. Earth resistance testing results shall be recorded on an approved form and testing shall be pertormed in the presence of the Engineer. All such testing shall be at the sole expense of the Contractor. Should the counterpoise or ground grid conductors be damaged or suspected of being damaged by construction activities the Contractor shall test the conductors for continuity with a low resistance ohmmeter. The conductors shall be isolated such that no parallel path exists and Federally Funded Underground Power Cable for Airports L.-108-7 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX tested for continuity. The Engineer shail approve of the test method selected. All such testing shall be at the sole expense of the Contractor. After installation, the Contractor shall test and demonstrate to the satisfaction of the Engineer the following: a. That all affected lighting power and control circuits (existing and new) are continuous and free from short circuits. b. That all affected circuits (existing and new) are free from unspecified grounds. c. That the insulation resistance to ground of all new non-grounded series circuits or cable segments is not less than 50 megohms. d. That the insulation resistance to ground of all non-grounded conductors of new multiple circuits or circuit segments is not less than 50 megohms. e. That all affected circuits (existing and new) are properly connected in accordance with applicable wiring diagrams. f. That all affected circuits (existing and new) are operable. Tests shall be conducted that include operating each control not less than 10 times and the continuous operation of each lighting and power circuit for not less than 1/2 hour. g. That the impedance to ground of each ground rod does not exceed 25 ohms prior to establishing connections to other ground electrodes. The fall-of-potential ground impedance test shall be used, as described by ANSI/IEEE Standard 81, to verify this requirement. Two copies of tabulated results of all cable tests performed shall be supplied by the Contractor to the Engineer. Where connecting new cable to existing cable, ground resistance tests shall be performed on the new cable prior to connection to the existing circuit. There are no approved "repair" procedures for items that have failed testing other than complete replacement. METHOD OF MEASUREMENT 108-4.1 Cable installed duct bank or conduit shall be measured by the number of linear feet of cable installed in duct bank or conduit, and accepted as satisfactory. Separate measurement shall be made for each cable installed in duct bank or conduit. The measurement for this item shall not include additional quantities required for slack. Cable slack is considered incidental to this item and is included in the contractor's unit price. No separate measurement or payment will be made for cable slack. No separate measurement or payment will be made for the installation counterpoise wire. � 108-4.2 No separate measurement or payment will be made for cable removal from duct bank or conduit. Cable removal is considered incidental to the cable installation. BASIS OF PAYMENT 108-5.1 Payment will be made at the contract unif price for cable installed in duct bank or conduit, in place by the Contractor and accepted by the Engineer. This price shall be full Federally Funded Underground Power Cable for Airports L-108-8 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX compensation for furnishing all materials and for all preparation and installation of these materials, and for all labor, equipment, tools, and incidentals, necessary to complete this item. Payment will be made under: ITEM DESCRIPTION L-108a Install #8 AWG, 5000V, L-824C Cable AC 150/5345-7 AC 150/5345-26 FED SPEC J-G30 i FED SPEC A-A- � 55809 i � , ,, ASTM B 3 � ASTM D 4388 MATERIAL REQUIREMENTS Specification for L-824 Underground Electrical Cable for Airport Lighting Circuits Specification for L-823 Plug and Receptacle Cable Connectors Cable and Wire, Electrical Power, Fixed Installation (cancelled; replaced by A-A-59544 Cable and Wire, Electrical (Power, Fixed Installation)) Insulation Tape, Electrical, Pressure-Sensitive Adhesive, Plastic Soft or Annealed Copper Wire Rubber tapes, Nonmetallic Semiconducting and Electrically Insulating UNIT LF REFERENCE DOCUMENTS NFPA No. 70 National Electrical Code (NEC) MIL-S-23586C Sealing Compound, Electrical, Silicone Rubber NN Building Industry Consulting Service International (BICSI) ANSI/IEEE Std 81 IEEE Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surtace Potentials of a Ground System Federally Funded Issued for Bid January 23, 2014 Underground Power Cable for Airports Taxiway A Rehabilitation Alliance Airport, Fort Worth, TX L-108-9 END OF ITEM L-108 Federally Funded Underground Power Cable for Airports L-108-10 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX ITEM L-110 AIRPORT UNDERGROUND ELECTRICAL DUCT BANKS AND CONDUITS DESCRIPTION 110-1.1 This item shall consist of underground electrical conduits and duct banks (single or multiple conduits encased in concrete) installed in accordance with this specification at the locations and in accordance with the dimensions, designs, and details shown on the plans. This item shall include furnishing and installing of all underground electrical duct banks and individual and multiple underground conduits. It shall also include all turfing trenching, backfilling, removal, and restoration of any paved or turfed areas; concrete encasement, mandreling, pulling lines, duct markers, plugging of conduits, and the testing of the installation as a completed system ready for installation of cables in accordance with the plans and specifications. This item shall also include furnishing and installing conduits and all incidentals for providing positive drainage of the system. Verification of existing ducts is incidental to the pay items provided in this specification. EQUIPMENT AND MATERIALS 110-2.1 GENERAL. a. All equipment and materials covered by referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification when so requested by the Engineer. b. Manufacturer's certifications shall not relieve the Contractor of the Contractor's responsibility to provide materials in accordance with these specifications and acceptable to the Engineer. Materials supplied and/or installed that do not materially comply with these specifications shall be removed, when directed by the Engineer and replaced with materials, which do comply with these specifications, at the sole cost of the Contractor. c. All materials and equipment used to construct this item shall be submitted to the Engineer for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the original. Clearly and boldly mark each copy to identify pertinent products or models applicable to this project. Indicate all optional equipment and delete non- pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment for which they apply on each submittal sheet. Markings shall be boldly and clearly made with arrows or circles (highlighting is not acceptable). Contractor is solely responsible for delays in project accruing directly or indirectly from late submissions or resubmissions of submittals. d. The data submitted shall be su�cient, in the opinion of the Engineer, to determine compliance with the plans and specifications. The Contractor's submittals shall be neatly bound in a properly sized 3-ring binder, tabbed by specification section. The Engineer reserves the Federally Funded Airport Underground Electrical Duct Banks and Conduits L-110-1 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX right to reject any and ail equipment, materials or procedures, which, in the Engineer's opinion, does not meet the system design and the standards and codes, specified herein. e. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of at least fwelve (12) months from final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion, with no additional cost to the Owner. 110-2.2 STEEL CONDUIT. Rigid galvanized steel conduit and fittings shall be hot dipped galvanized inside and out and conform to the requirements of Underwriters Laboratories Standard 6, 514B, and 1242. 110-2.3 PLASTIC CONDUIT. Plastic conduit and fittings-shall conform to the requirements of Fed. Spec. W--C-1094, Underwriters Laboratories Standards UL-651 and Article 352 of the current National Electrical Code shall be one of the following, as shown on the plans: • a. Type I—Schedule 40 PVC suitable for underground use eifher direct-buried or encased in concrete. b. Type II—Schedule 40 PVC suitable for either above ground or underground use. The type of adhesive shall be as recommended by the conduit/fitting manufacturer. 110-2.4 SPLIT CONDUIT. Split conduit shall be pre-manufactured for the intended purpose and shall be made of steel or plastic. 110-2.5 CONDUIT SPACERS. Conduit spacers shall be prefabricated interlocking units manufactured for the intended purpose. They shall be of double wall construction made of high grade, high density polyethylene complete with interlocking cap and base pads, They shall be designed to accept No. 4 reinforcing bars installed vertically. 110-2.6 CONCRETE. Concrete shall conform to Item P-610, Structural Portland Cement Concrete, using 1 inch maximum size coarse aggregate with a minimum 28 day compressive strength of 4000 psi. Where reinforced duct banks are specified, reinforcing steel shall conform to ASTM A 615 Grade 60. Concrete and reinforcing steel are incidental to the respective pay item of which they are a component part. 110-2.7 DETECTABLE WARNING TAPE Plastic, detectable, red color as noted magnetic tape shall be polyethylene film with a metallized foil core and shall be 4- 6 in. wide. Detectable tape is incidental to the respective bid item. CONSTRUCTION METHODS 110-3.1 GENERAL. The Contractor shall install underground duct banks and conduits at the approximate locations indicated on the plans. The Engineer shall indicate specific locations as the wbrk progresses, if required to differ from the plans. Duct banks and conduits shall be of the size, material, and type indicated on the plans or specifications. Where no size is indicated on the plans or in the specifications, conduits shall be not less than 2 in. inside diameter or comply with the National Electrical Code based on cable to be installed, whichever is larger. All duct bank and conduit lines shall be laid so as to grade toward access points and duct or conduit ends for drainage. Unless shown otherwise on the plans, grades shall be at least 3 in. per 100 feet. On runs where it is not practicable to maintain the grade all one way, the duct bank and conduit lines shall be graded from the center in both directions toward access points or conduit Federally Funded Airport Underground Electrical Duct Banks and Conduits L-110-2 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX ends, with a drain into the storm drainage system. Pockets or traps where moisture may accumulate shall be avoided. No duct bank or underground conduit shall be less than 18 in. below finished grade. Where under pavement, the top of the duct bank shall not be less than 18 in. below the subgrade. The Contracfor shall mandrel each individual conduit whether the conduit is direct-buried or part of a duct bank. An iron-shod mandrel, not more than'/4 in. smaller than the bore of the conduit shall be pulled or pushed through each conduit. The mandrel shall have a leather or rubber gasket slightly larger than the conduit hole. The Contractor shall swab out all conduits/ducts and clean base can, manhole, pull boxes, etc. interiors IMMEDIATELY prior to pulling cable. Once cleaned and swabbed the base cans, manhole, pull boxes, etc. and all accessible points of entry to the duct/conduit system shall be kept closed except when installing cables. Cleaning of ducts, base cans, manholes, etc. is incidental to the pay item of the item being cleaned. All raceway systems left open, after initial cleaning, for any reason shall be recleaned at the Contractor's expense. All accessible points shall be kept closed when not installing cable. The Contractor shall verify existing ducts proposed for use in this project as clear and open. The Contractor shall notify the Engineer of any blockage in the existing ducts. For pulling the permanent wiring, each individual conduit, whether the conduit is direct-buried or part of a duct bank, shall be provided with a 200 pound test polypropylene pull rope. The ends shall be secured and sufficient length shall be left in access points to prevent it from slipping back into the conduit. Where spare conduits are installed, as indicated on the plans, the open ends shall be plugged with removable tapered plugs, designed for this purpose. All conduits shall be securely fastened in place during construction and shall be plugged to prevent contaminate from entering the conduits. Any conduit section having a defective joint shall not be installed. Ducts shall be supported and spaced apart using approved spacers at intervals not to exceed 5 feet. - Unless otherwise shown on the plans, concrete encased duct banks shall be used when crossing under pavements expected to carry aircraft loads. Where turt is well established and the sod can be removed, it shall be carefully stripped and properly stored. Trenches for conduits and duct banks may be excavated manually or with mechanical trenching equipment unless in pavement, in which case they shall be excavated with mechanical trenching equipment. Walls of trenches shall be essentially vertical so that a minimum af shoulder surface is disturbed. Blades of graders shall not be used to excavate the trench. When rock is encountered, the rock shall be removed to a depth of at least 3 in. below the required conduit or duct bank depth and it shall be replaced with bedding material of earth or sand containing no mineral aggregate particles that would be retained on a 1/4 in. sieve. Flowable backfill may alternatively be used The Contractor shall ascertain the type of soil or rock to be excavated before bidding. All such rock removal shall be pertormed and paid for under Item P-152. Underground electrical warning (Caution) tape shall be installed in the trench above all underground duct banks and conduits in unpaved areas. Contractor shall submit a sample of the proposed warning tape for approval by the Engineer. If not shown on the plans, the warning tape shall be located six in above the duct/conduit or the counterpoise wire if present. Federally Funded Airport Underground Electrical Duct Banks and Conduits L-110-3 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX Joints in piastic conduit shall be prepared in accordance with the manufacturer's recommendations for the particular type of conduit. Plastic conduit shall be prepared by application of a plastic cleaner and brushing a plastic solvent on the outside of the conduit ends and on the inside of the couplings. The conduit fitting shall then be slipped together with a quick one-quarter turn twist to set the joint tightly. Where more than one conduit is placed in a single trench, or in duct banks, joints in the conduit shall be staggered a minimum of 2 feet. Changes in direction of runs exceeding 10 degrees, either vertical or horizontal, shall be accomplished using manufactured sweep bends. Whether or not specifically indicated on the drawings, where the soil encountered at established duct bank grade is an unsuitable material, as determined by the Engineer, the unsuitable material shall be removed in accordance with Item P-152 and replaced with suitable material. Alternatively, additional duct bank supports that are adequate and stable shall be installed, as approved by the Engineer. All excavation shall be unclassified and shall be considered incidental to the respective L-110 pay item of which it is a component part. Dewatering necessary for duct installation, erosion and turbidity control, in accordance with Federal, State, and Local requirements is incidental to its respective pay item as a part of Item L-110. The cost of all excavation regardless of type of material encountered, shall be included in the unit price bid for the 1.-110 Item. Unless otherwise specified, excavated materials that are deemed by the Engineer to be unsuitable for use in backfill or embankments shall be removed and disposed of offsite. Any excess excavation shall be filled with suitable material approved by the Engineer and compacted in accordance with item P-152. It is the Contractor's responsibility to locate existing utilities within the work area prior to excavation. Where existing active cables) cross proposed installations, the Contractor shall insure that these cables are adequately protected. Where crossings are unavoidable, no splices will be allowed in the existing cables, except as specified on the plans. Installation of new cable where such crossings must occur shall proceed as follows: (1) Existing cables shall be located manually. Unearthed cables shall be inspected to assure absolutely no damage has occurred (2) Trenching, etc., in cable areas shall then proceed with approval of the Engineer, with care taken to minimize possible damage or disruption of existing cable, including careful backfilling in area of cable. In the event that any previously identified cable is damaged during the course of construction, the Contractor shall be responsible for the complete repair. 110-3.2 DUCT BANKS. Unless otherwise shown in the plans, duct banks shall be installed so that the top of the concrete envelope is not less than 18 in. below the bottom of the base or stabilized base course layers where installed under runways, taxiways, aprons, or other paved areas, and not less than 18 in. below finished grade where installed in unpaved areas. Unless otherwise shown on the plans, duct banks under paved areas shall extend at least 3 feet beyond the edges of the pavement or 3 feet beyond any underdrains that may be installed alongside the paved area. Trenches for duct banks shall be opened the complete length before concrete is placed so that if any obstructions are encountered, proper provisions can be made to avoid them. Unless otherwise shown on the plans, all duct banks shall be placed on a layer of Federally Funded Airport Underground Electrical Duct Banks and Conduits L-110-4 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX concrete not less than 3 in. thick prior to its initial set. Where two or more conduits in the duct bank are intended to carry conductors of equivalent voltage insulation rating, the Contractor ' shall space the conduits not less than 1-1/2 in. apart (measured from outside wall to outside wall). Where two or more conduits in the duct bank are intended to carry conductors of differing voltage insulation rating, the Contractor shall space the conduits not less than 3 in. apart (measured from outside wall to outside wall). All such multiple conduits shall be placed using conduit spacers applicable to the type of conduit. As the conduit laying progresses, concrete shall be placed around and on top of the conduits not less than 3 in. thick unless otherwise shown on the plans. End bells or couplings shall be installed flush with the concrete encasement at access points. Conduits forming the duct bank shall be installed using conduit spacers. No. 4 reinforcing bars shall be driven vertically into the soil a minimum of 6 in. to anchor the assembly into the earth prior to placing the concrete encasement. For this purpose, the spacers shall be fastened down with locking collars attached to the vertical bars. Spacers shall be installed at 5 ft. intervals. Spacers shall be in the proper sizes and configurations to fit the conduits. Locking collars and spacers shall be submitted to the Engineer for review prior to use. When specified, the Contractor shalf reinforce the bottom side and top of encasements with steel reinforcing mesh or fabric or other approved metal reinforcement. When directed, the Contractor shall supply additional supports where the ground is soft and boggy, where ducts cross under roadways, or where shown on the plans. Under such conditions, the complete duct structure shall be supported on reinforced concrete footings, piers, or piles located at approximately 5 ft. intervals. All pavement surtaces that are to have ducts installed therein shall be neatly saw cut to form a vertical face. All excavation shall be included in the contract with price for the duct. Install a plastic, detectable, color as noted, 4- 6 in. wide tape 8 in. minimum below grade above all underground conduit or duct lines not installed under pavement. When existing cables are to be placed in split duct, encased in concrete, the cable shall be carefully located and exposed by hand tools. Prior to being placed in duct, the Engineer shall be notified so that he may inspect the cable and determine that it is in good condition. Where required, split duct shall be installed as shown on the drawings or as required by the Engineer. 110-3.3 CONDUITS WITHOUT CONCRETE ENCASEMENT. Trenches for single-conduit lines shall be not less than 6 in. nor more than 12 in. wide, and the trench for 2 or more conduits installed at the same level shall be proportionately wider. Trench bottoms for conduits without concrete encasement shall be made to conform accurately to grade so as to provide uniform suppo�t for the conduit along its entire length. Unless otherwise shown on the plans, a layer of fine earth material, at least 4 in. thick (loose measurement) shall be ptaced in the bottom of the trench as bedding for the conduit. The bedding material shall consist of soft dirt, sand or other fine fill, and it shall contain no particles that would be retained on a 1/4 in. sieve. The bedding material shall be tamped until firm. Flowable backfill may alternatively used. Unless otherwise shown on plans, conduits shall be installed so that the tops of all conduits are at least 18 in. below the finished grade. When two or more individual conduits intended to carry conductors of equivalent voltage insulation rating are installed in the same trench without concrete encasement, they shall be Federally Funded Airport Underground Electrical Duct Banks and Conduits L-110-5 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX spaced not less than 2 in. apart (measured from outside wail to outside wall) in a horizontal direction and not less than 6 in. apart in a verticai direction. Where two or more individual conduits intended to carry conductors of differing voltage insulation rating are installed in the same trench without concrete encasement, they shall spaced not less than 3 in. apart (measured from outside wall to outside wall) in a horizontal direction and lot less than 6 in. apart in a vertical direction. Trenches shall be opened the complete length between normal termination points before conduit is installed so that if any unforeseen obstructions are encountered, proper provisions can be made to avoid them. Conduits shall be installed using conduit spacers. No. 4 reinforcing bars shall be driven vertically into the soil a minimum of 6 in. to anchor the assembly into the earth while backfilling. For this purpose, the spacers shall be fastened down with locking collars attached to the vertical bars. Spacers shall be installed at 5 ft. intervals. Spacers shall be in the proper sizes and configurations to fit the conduits. Locking collars and spacers shall be submitted to the Engineer for review prior to use. 110-3.4 MARKERS. The location of each end and of each change of direction of conduits and duct banks shall be marked by a concrete slab marker 2 feet square and 4- 6 in. thick extending approximately 1 in. above the surtace. The markers shall also be located directly above the ends of all conduits or duct banks, except where they terminate in a junction/access structure or building. The Contractor shall impress the word "DUCT" or "CONDUIT" on each marker slab. The Contractor shall also impress on the slab the number and size of conduits beneath the marker along with all other necessary information as determined by the Engineer. The letters shall be 4 in. high and 3 in. wide with width of stroke'h in. and'/4 in. deep or as large as the available space permits. Furnishing and installation of duct markers is incidental to the respective duct pay item. _ 110-3.5 BACKFILLING FOR CONDUITS. For conduits, 8 in. of sand, soft earth, or other fine fill (loose measurement) shall be placed around the conduits ducts and carefully tamped around and over them with hand tampers. The remaining trench shall then be backfilled and compacted in accordance with Item P-152 "Excavation and Embankment" except that material used for back fill shall be select material not larger than 4 in. in diameter. Flowable backfill may alternatively be used. Trenches shall not contain pools of water during back, filling operations. The trench shall be completely backfilled and tamped level with the adjacent surface: except that, where sod is to be placed over the trench, the backfilling shall be stopped at a depth equal to the thickness of the sod to be used, with proper allowance for settlement. Any excess excavated material shall be removed and disposed of in accordance with instructions issued by the Engineer. 110-3.6 BACKFILLING FOR DUCT BANKS. After the concrete has cured, the remaining trench shall be backfilled and compacted in accordance with Item P-152 "Excavation and . Embankment" except that the material used for backfill shall be select material not larger than 4 in. in diameter. In addition to the requirements of P-152, where duct banks are installed under pavement, one moisture/density test per lift shall be made for each 250 linear feet of duct bank or one work period's construction, whichever is less. Federally Funded Airport Underground Electrical Duct Banks and Conduits L-110-6 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX Flowable backfill may aiternatively be used. Trenches shall not contain pools of water during backfilling operations. The trench shall be completely backfilled and tamped level with the adjacent surface: except that, where sod is to be placed over the trench, the backfilling shall be stopped at a depth equal to the thickness of the sod to be used, with proper allowance for settlement. Any excess excavated material shall be removed and disposed of in accordance with instructions issued by the Engineer. 110-3.7 RESTORATION. Where sod has been removed, it shall be replaced as soon as possible after the backfilling is completed. All areas disturbed by the work shall be restored to its original condition. The restoration shall be as shown on the plans. The Contractor shall be held responsible for maintaining all disturbed surtaces and replacements until final acceptance. All restoration shall be considered incidental to the respective L-110 pay item. METHOD OF MEASUREMENT 110-4.1 Underground conduits and duct banks shall be measured by the linear feet of conduits and duct banks installed, including encasement, locator tape, trenching and backfill with designated, resolution, and for drain lines, the termination at the drainage structure, all measured in place, completed, and accepted. Separate measurement shall be made for the various types and sizes. BASIS OF PAYMENT 110-5.1 Payment will be made at the contract unit price per linear foot for each type and size of conduit and duct bank completed and accepted, including trench and backfill with the designated material, and, for drain lines, the termination at the drainage structure. This price shall be full compensation for furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete this item in accordance with the provisions and intent of the plans and specifications. Payment will be made under: ITEM DESCRIPTION �-110a Install 1-2" PVC Duct (CE) in Soil L-110b Install 1-2" PVC Duct (CE) In Existing Pavement CE — Concrete Encased Fed. Spec. W-C-1094 Federally Funded Issued for Bid January 23, 2014 MATERIAL REQUIREMENTS UNIT m LF Conduit and Conduit Fittings; Plastic, Rigid (cancelled; replaced by UL 514 Boxes, Nonmetallic Outlet, Flush Device Boxes, & Covers, and UL 651 Standard for Conduit & Hope Conduit, Type EB & A Airport Underground Electrical Duct Banks and Conduits Taxiway A Rehabilitation Alliance Airport, Fort Worth, TX L-110-7 Rigid PVC) Underwriters Laboratories Standard 6 Unden�vriters Laboratories Standard 514B Underwriters Laboratories Standard 1242 Underwriters Laboratories Standard 651 Underwriters Laboratories Standard 651 A Rigid Metal Conduit Fittings for Cable and Conduit Intermediate Metal Conduit Schedule 40 and 80 Rigid PVC Conduit (for Direct Burial) Type EB and A Rigid PVC Conduit and HDPE Conduit (for concrete encasement) END OF ITEM L-110 Federally Funded Airport Underground Electrical Duct Banks and Conduits L-110-8 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX ITEM L-125 INSTALLATION OF AIRPORT LIGHTING SYSTEMS DESCRIPTION 125-1.1This item shall consist of airport lighting systems; Medium Intensity Taxiway Lighting (MITL) including Runway Guard Lights, as specified, to be removed, relocated and/orfurnished new and installed in accordance with this specification. The systems shall be installed at the locations and in accordance with the dimensions, design and details shown on the plans. This item shall include the furnishing of all equipment, materials, services and incidentals necessary to place the systems in operation as completed units to the satisfaction of the Engineer. EQUIPMENT AND MATERIALS 125-2.1 GENERAL. a. Airport lighting equipment and materials covered by Federal Aviation Administration (FAA) specifications shall be approved under the Airport Lighting Equipment Certification Program described in Advisory Circular (AC) 150/5345-53, current version. b. All other equipment and materials covered by other referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification, when requested by the Engineer. c. Manufacturer's certifications shall not relieve the Contractor of the Contractor's responsibility to provide materials in accordance with these specifications and acceptable to the Engineer. Materials supplied and/or installed that do not materially comply with-these specifications shall be removed, when directed by the Engineer and replaced with materials, which do comply with these specifications, at the sole cost of the Contractor. d. All materials and equipment used to construct this item shall be submitted to the Engineer for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner. Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as ihe original. Clearly and boldly mark each copy to identify pertinent products or models applicable to this project. Indicate all optional equipment and delete non- pertinent data. Submittals for components of electrical equipment and systems shall identify the equipment for which they apply on each submittal sheet. Markings shall be boldly and clearly made with arrows or circles (highlighting is not acceptable). Contractor is so(ely responsible for delays in project accruing directly or indirectly from late submissions or resubmissions of submittals. e. The data submitted shall be sufficient, in the opinion of the Engineer, to determine compliance with the plans and specifications. The Contractor's submittals shall be neatly bound in a properly sized 3-ring binder, tabbed by specification section. The Engineer reserves the right to reject any and all equipment, materials or procedures, which, in the Engineer's opinion, does not meet the system design and the standards and codes, specified herein. Federally Funded Installation of Airport Lighting Systems L-125-1 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX f. All equipment and materials furnished and installed under this section shall be guaranteed against defects in materials and workmanship for a period of ai least twelve (12) months from final acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the Owner's discretion, with no additional cost to the Owner. Advisory Circulars for the FAA specification equipment to be supplied are as follows: CIT'ED FAA SPECIFIC/ATIOiV EQUIPMEIVT iVAME AC 150/5345-26 Specification for L-823 Plug and Receptacle, Cable Connectors AC 150/5345-7 Specification for L-824, Underground Electrical Cables for Li htin Circuits AC 150/5345-47 Specification for L-830 Isolation Transformers for Airport �i htin S stems AC 150-5345-46 Specification for Runway and Taxiway Light NOTE: Nonmetallic light fixtures will not be Fixtures acce ted. Specification for L-867/L-868 Airport Light AC 150J5345-42 Bases, Transformer Housings and Junction Boxes 125-2.2 CONCRETE. Concrete shall conform to Item P-610, Structural Portland Cement Concrete. 125-2.3 CONDUIT. See Item L-110 for requirements. 125-2.4 LIGHTING CABLE. See Item L-108 for requirements. 125-2.5 TAPE. Rubber and plastic electrical tapes shall be Scotch Electrical Tape Numbers 130C and Super 88+ respectively, as manufactured by the Minnesota Mining and Manufacturing Company, or an approved equaL 125-2.6 JOINT SEALING COMPOUND. Light Fixture to Concrete sealant shall meet Federal Specification TT-S-001543A - Sealing Compound, Silicone Rubber Base - Class A, Non-Sag. Product shall be Dow Corning 890 SL Silicone Highway Joint Sealant with 35888 Primer on metal, painted or epoxy painted surFaces, or approved equal. Backer rod shall be closed cell expanded polyethylene foam of the correct size for the application. Concrete to Asphalt Sealant shall meet Federal Specification SS-S-1401 B- Sealing Compound, Hot Applied, for Concrete and Asphalt Pavements, or a cold applied product such as Gold Label Flex from PRECO Industries Ltd., or Sealex Loop Sealant from W.R. Meadows, Inc. Install compatible backer rod as necessary to complete the joint. 125-2.7 ELEVATED TAXIWAY EDGE LIGHT. Fixtures shall be Light Emitting Diode (LED) style without heater option. 125-2.8 ELEVATED RUNWAY GUARD LIGHT. Fixtures shall be Light Emitting Diode (LED) style and FAA Mode 1, 6.6A current driven, non-electronically monitored. Provide fixture with on/off switch. 125-2.9 SEMIFLUSH IN-PAVEMENT RUNWAY GUARD LIGHT. Fi�ures shall be Light Emitting Diode (LED) style, without heater option, non-electronically monitored and FAA Style 3. Provide Remote Control Device, ADB 61A0458, or approved equal. Federally Funded Installation of Airport Lighting Systems L-125-2 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fo�t Worth, TX CONSTRUCTION METHODS 125-3.1 GENERAL. The installation and/or removal of lighting equipment may be critical to airport operations; therefore, the Contractor shall follow work schedules established in the plans and specifications or as directed by the Engineer. The system shall be installed in accordance with the National Electrical Code and/or local code requirements. The Contractor shall provide temporary wiring as required to reconnect existing circuits to provide guidance for aircraft to pass through the construction areas on those taxiways/runways which must remain open. The Contractor shall check all temporary circuits before dark each day to assure that they are operational. In the event of failure, the Contractor shall immediately take steps to restore operation. The cost of temporary and reconnected lighting shall be absorbed in the various work items. Where new L-824 cable and/or new two inch PVC Duct (direct earth buried or concrete encased) is required, that cost shall be covered under Item L-108 or L-110 as applicable except that ducts required to extend 12 inches beyond the sign base or light base, for future connections, shall be included as a part of the sign or light bid price. No additional payment shall be made for excavation in paved areas or for restoration of the pavement for installation of lighting equipment. The lights shall be properly leveled and aligned to present a uniform appearance and all filters shall be properly positioned. All electrical and mechanical connections shall be tight and secure. �ight bases installed in an existing conduit line shall be aligned vertically and horizontally just as if they were being installed in completely new construction. The Contractor shall supply all materials necessary to attach the new base to the existing conduit. Where lights are to be installed in exisfing pavement, the Contractor shall drill or saw the pavement to form a new round hoie for installation. NOTE: ALL LIGHT AND SIGN ASSEMB�IES SHALL HAVE FRANGIBLE (BREAKABLE) COUPLINGS PROPERLY INSTALLED. CAUTION: THE SERIES LIGHTING CIRCUIT MUST ALWAYS BE COMPLETE BEFORE A REGULATOR IS ENERGIZED. NORMAL CIRCUIT VOLTAGE IS LESS THAN 5,000 VOLTS, OPEN CIRCUIT VOLTAGE CAN BE MORE THAN 10,000 VOLTS. ALL PERSONNEL SHAL� BE INSTRUCTED TO PROTECT THE INTEGRITY OF THE LIGHTING CIRCUIT. TURN OFF, LOCK OUT AND TAG THE REGULATOR AT THE VAULT BEFORE OPENING THE CIRCUIT. CONTINUITY OF THE CIRCUIT SHALL BE CHECKED BEFORE THE REGULATOR IS RECONNECTED AND REENERGIZED. 125-3.2 RUNWAY/TAXIWAY LIGHT REMOVAL. The existing lights which are shown on the plans, or designated by the Engineer, to be removed, shall include transformer, and complete fixture. When light fixtures, breakable couplings, transformers, base plates, and light bases are to be reinstalled or delivered to the Airport, they shall be protected by the Contractor and any damage caused by the Contractor's work shall be repaired or replacement made to the satisfaction of the Engineer and at no additional cost to the Sponsor. The Engineer will designate the lights to be removed where the construction work adjoins the existing installation that is to remain in place. If the Contractor elects to remove additional lights beyond those designated by the Engineer, no additional payment will be made and temporary construction marker and taxiway edge marker lights shall be placed as required by the Federally Funded Installation of Airport Lighting Systems L-125-3 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX Engineer. The lights removed and not required to be reinstalled shall be placed at a site on the airport designated by the Engineer. When existing lights or signs are removed from circuits which must remain in service, the Contractor shall reconnect the circuit and waterproof the connectors like new work. A splice marker shall be installed at the location of the connectors if the cable is direct buried and if there will not be an above ground object to mark the spot. If the cable is in duct and the light base is removed, the Contractor shall make the duct continuous and install new cable between the adjacent units. No splices or connectors will be allowed in a duct. 125-3.3 LIGHT FIXTURES — GENERAL. The light fixtures consist of an optical system, lamp, connecting leads, and a mounting assembly. The installer shall assemble, connect to mounting, level and adjust the light fixture in accordance with the manufacturer's instructions. Apply "Antiseize" compound to all threaded surfaces before assembly or installation. Care shall be taken that the lamp specified by the manufacturer, for use in the particular light fixture, is installed. The light fixtures shall be leveled and aligned, within one degree. The maximum height of the top of the elevated light fixture is 14 inches above the finished grade, except as noted on the plans. 125-3.4 ELEVATED LIGHT INSTALLATION. Prior to mounting the light fixture on the base an L-823 connector kit is installed on the primary power cable ends and the appropriate L-830 isolation transformer is installed. These transformers serve as a means for isolating the light from the high voltage primary of the series circuit. Wrap the connector joints in the primary circuit with at least one layer of rubber or synthetic rubber tape and one layer of plastic tape, one-half lapped, extending at least one and one-half inches (3.8 cm) on each side of the joints. After the connector has been installed and taped, the cable insulation shall be cleaned with a wax and grease solvent which will remove the silicone sealing grease from the surtace of the cable. A sealant equal to Raychem S-1052 (strips) shall be wrapped around the insulation of the cables. Heat shrinkable tubing equal to Raychem TCS-13-16-U or MWTM 35/12-16 shall then be slid over the ends of the connector. Heat shall be applied at the center of the connector and spread to the ends to shrink the tubing and melt the sealant to provide a waterproof seal. Excessive heat shall be avoided. The transformer secondary receptacle shall be secured to the base plate or mounting sfake. Plug the light cord and plug assembly (pigtail) into the transformer secondary receptacle. Do not tape or heat shrink this connection. The length of the pigtail shall be sufficient to allow the plug to be inserted into the transformer secondary receptacle with the light fixture, column, and frangible coupling completely assembled. The length shall be such that the plug fully extends beyond the frangible coupling. Place the transformer in light base on the brick support as shown on the plans. Mount the light fixture, align within one de�ree and level per the manufacturer's instructions. Bolts for mounting the base plate shall be stainless steel. 125-3.5 SEMIFLUSH LIGHT AND BASE INSTALLATION. Install primary cable, transformer, and connectors. Connect lighting fixture to secondary cable. Waterproof all connections as described for elevated lights. Install the light fixture; using the stainless steel bolts and two piece inclined plane lock washers. Torque hold-down bolts to manufacturer's recommendations. After the lighf fixture has been tested and the system accepted, a soft sealant shall be installed between the edge of the fixture and the concrete. Federally Funded Installation of Airport Lighting Systems L-125-4 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX METHOD OFMEASUREMENT 125-4.1 The quantity of lights to be paid for under this item shall be the number of each type installed as completed units in place, ready for operation, and accepted by fhe Engineer. The quantity of lights removed, to be paid for under this item shall be the number of each type completed and accepted by the Engineer. BASIS OF PAYMENT 125-5.1 Payment will be made at the contract unit price for each complete unit installed in place, or removed by the Contractor and accepted by the Engineer. This price shall be full compensation for furnishing all materials and for all preparation, assembly and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete this item. Payment will be made under: ITEM L-125a L-125b L-125c L-125d DESCRIPTION Remove L-861 T Taxiway Edge Light Fixture And Isolation Transformer From Existing Light Base Remove L-804 Runway Guard Light Fixture And Isolation Transformer From Existing Light Base Remove L-852G In-Pavement Runway Guard Light Fixture And Isolation Transformer From Existing Light Base Install LED L-861T Taxiway Edge Light Fixture And Isolation Transformer On Existing Light Base L-125e Install LED L-804 Runway Guard Light Fixture And Isolation Transformer On Existing Light Base L-125f Install LED L-852G In-Pavement Runway Guard �ight Fixture And Isolation Transformer On Existing Light Base Federally Funded Issued for Bid January 23, 2014 Installation of Airport Lighting Systems Taxiway A Rehabilitation Alliance Airport, Fort Worth, TX UNIT EA EA EA EA EA EA L-125-5 END UF ITEM L-125 Federally Funded Instaliation of Airport �ighting Systems L-125-6 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX ITEM L-126 INSTALLATION OF RETROREFLECTIVE MARKERS DESCRIPTION 126-1.1 This item shall consist of retroreflective markers removed, reinstalled and/or furnished new and installed in accordance with this specification. The markers shall be installed at the locations and in accordance with the dimensions and details shown on the plans. This item shall include the furnishing of all equipment, materials, services and incidentals necessary to install markers as completed units to the satisfaction of the Engineer. EQUIPMENT AND MATERIALS 126-2.1 GENERAL a. Airport lighting equipment and materials covered by FAA specifications shall have the prior approval of the Federal Aviation Administration, Airports Service, Washington, D.C. 20590, and shall be listed in Advisory Circular 150/5345-53 (current edition), Airport ; Lighting Equipment Certification Program, Appendix 3. ' b. Advisory Circulars for the FAA specification equipment to be supplied are as follows: i � CITED FAA EQUIPMENT NAME I SPECIFICATION � AC 150/5345-39D Specification for L-853 Runway and Taxiway Retroreflective Markers � 126-2.2 RETROREFLECTIVE MARKERS: Taxiway edge markers shall be cylindrical, 14 inch € overall height and be designed so that it will not cause damage to an aircraft if struck. The � marker shall either be flexible or be mounted with a frangible coupling. The retroreflective � material shall be high intensity blue wifh a vertical dimension of twelve or more inches. The E combined length of blue bands may be used to meet the twelve-inch requirement. The tube E shall be a light color and may be retroreflective to provide contrast. The marker shall be mounted on an angle iron stake or pipe support at least 18-inches long when installed in soil. Markers installed on pavement or on L-867 lids shall have a flat mounting plate to be secured by an adhesive. 126-2.3 ADHESIVE: When markers are installed on pavement or steel cover plates, the adhesive shall be compatible with the pavement and shall adhere to the metal base of the marker. The adhesive shall be two components and be durable for all weather extremes. One product which has been used successfully is Hysol (#608 or #907) manufactured by Dexter. It is compatible with both concrete and asphalt pavements. CONSTRUCTION METHODS 126-3.1 RETROREFLECTIVE MARKER INSTALLATION: The retroreflectiVe markers shall be installed at the locations shown on the plans or as directed by the Engineer and in accordance with the manufacturer's instructions. When the markers are to be installed in the vicinity of existing utilities, the Contractor shall locate all cable and ducts in the area prior to installation of Federally Funded Installation of Retroreflective Markers L-126-1 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX the marker supports. Any damage to existing cables, ducts or lighfs shali be repaired at no cost to the Owner and in compliance with the specifications for the total project. The markers shall normally be installed 10-feet from the theoretical edge of the pavement based on a straight line measured from centerline. Installation shall be similar to stake mounted lights except that no concrete anchor is required. The marker shall be plumb within one degree. The marker support shall not be damaged by the installation procedures. 126-3.2 INSTALLATION OF MARKERS ON PAVEMENT OR COVER PLATES: The retroreflective markers shall be located as shown on the plans. a. The prepared .surtace shall be clean, free of oil, grease and water. Better bonds result when surtaces are roughened with emery or sand paper. b. Mix equal parts of epo�ry per the manufacturer's instructions on a clean, dry surtace that is discardable. A mixing gun which applies both components may be used. c. Apply an even coating of adhesive to the entire bottom plate at least 1/8" thick. d. Set reflector in place and press down firmly making sure the marker is plumb and aligned. Allow the epoxy to set and cure as recommended by the manufacturer. During cold weather, cure times increase significantly. METHOD OF MEASUREMENT 126-4.1 The quantity of retroreflective markers to be paid for under this item shall be the number of each type installed, relocated or removed as completed units in place, ready for operation and accepted by the Engineer. BASIS OF PAYMENT 126-5.1 Payment will be made at the contract unit price for each complete unit installed in place, by the Contractor and accepted by the Engineer. This price shall be full compensation for furnishing all materials and for all preparation, assembly and installation of these materials, and for all labor, equipment, tools, and incidentals necessary to complete this item. Payment will be made under: ITEM L-126a DESCRIPTION Install L-853 Retroreflective Marker, Surtace Mounted UNIT EA END OF ITEM L-126 Federally Funded Installation of Retroreflective Markers L-126-2 Issued for Bid Taxiway A Rehabilitation January 23, 2014 Alliance Airport, Fort Worth, TX