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Home My WebLink About065219 - Construction-Related - Contract - Venus Construction CompanyCSC No. 65219 FORT WORTH CONTRACT FOR THE CONSTRUCTION OF WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2019, WSM-I PART 1 City Project No.103415-1 Mattie Parker Jesus "Jay Chapa Mayor City Manager Chris Harder Director, Water Department Lauren Prieur Director, Transportation and Public Works Department Parvathi Sreekumaran Unnithan Project Manager Prepared for The City of Fort Worth Water Department 2026 OFFICIAL RECORD CITY SECRETARY Prepared by: FT. WORTH, TX Kimley)))Horn Texas Registered Engineering Finn F-928 KHA No. 061018411 1/12/2026 OF T I! *. ° RYNE J. SPICER FORTWORTH. City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Pagel of 5 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 00 05 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 0011 13 Invitation to Bidders 02/08/2024 0021 13 Instructions to Bidders 09/01/2025 0035 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Form 09/19/2025 00 42 43 Proposal Form Unit Price 09/30/2021 0043 13 Bid Bond 09/30/2021 00 43 37 Vendor Compliance to State Law Nonresident Bidder 09/30/2021 0045 11 Bidders Prequalifications 08/13/2021 0045 12 Prequalification Statement 09/30/2021 0045 13 Prequalification Application 06/13/2025 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 41 Small Business Goal 9/01/2025 00 52 43 Agreement 9/19/2025 0061 13 Performance Bond 12/08/2023 0061 14 Payment Bond 12/08/2023 0061 19 Maintenance Bond 9/19/2025 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 09/01/2025 00 73 00 Supplementary Conditions 9/19/2025 Division 01- General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 29 75 Materials On Hand 9/19/2025 01 31 19 Preconstruction Meeting 09/01/2025 01 31 20 Project Meetings 07/01/2011 01 32 16 Construction Schedule 10/06/2023 01 32 33 Preconstruction Video 07/01/2011 01 33 00 Submittals 12/20/2012 0135 13 S ecial Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 50 00 Temporary Facilities and Controls 09/19/2025 01 55 26 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 0158 13 Temporary Project Signage 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised December 12, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 01 78 39 1 Project Record Documents 07/01/2011 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 33 - Utilities 33 11 10 Ductile Iron Pie 11/11/2025 33 11 11 Ductile Iron Fittings 11/11/2025 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/ProjectResources/ Division 02 - Existine Conditions Last Revised 02 44-4-3 Seleetive Site Demolition n�iio�i 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 06/13/2025 03 34 13 Controlled Low Strength Material CLSM 03/07/2025 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03-" Medifieations to Existing Conefete Strdefures 1-1 , 9 Division 26 - Electrical Division 31 - Earthwork 31 00 00 Site Clearing 03/22/2021 34-2346 r r..elassi fie Ex-e� 0 io 4�n � ,�3 Borrow 00 4�1; 34-24--00 Embankments 0 i /'o 4�13 31 25 00 Erosion and Sediment Control 04/29/2021 34-36-00 Fabiens „" 3t 37 nn Ripmp 12,QO, O 12 Division 32 - Exterior imnrovements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Trench Repair 12/12/2025 32 1123 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised December 12, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32 11 33 Cement Treated Base Courses 06/10/2022 3 7 Liquid Treated Seil Stabili 08io�t5 32 1216 Asphalt Paving 6/07/2024 3 , 2�12 3213 13 Concrete Paving 06/13/2025 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Rams 12/09/2022 32 1373 Concrete Paving Joint Sealants 12/20/2012 3244 1-6 12,qRL2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 32 17 23 Pavement Markings 06/10/2022 32 17 25 Curb Address Painting 11/04/2013 27 3 13 !`L,ai Ro, ees era !`_.,cos ,7�7rc�-20,QO12 32-34-26 wife Feftees .,�� »i�12 32-34-29 Wood For es ,r a r_ ,� » i�12 3 06195,Q018 3291 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 32 92 13 Sodding 05/13/2021 32 92 14 Non -Native Seeding 05/13/2021 32-92-1-5 Native Grass and WildflowepSeeding 10m 3 [32-93-43 'r,-ooss air-i d -"hr bs- Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 01 31 Closed Circuit Television CCTV Inspection - Sanitary Sewer 03/11/2022 33 01 32 Closed Circuit Television CCTV Inspection - Storm Drain 12/08/2023 3303 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33-" joint Bonding and Eleetrical isolation 12,90,904-2 33-0444 r,.,...esio., Control -rest Stations- i�i�Q 33-0442 � �� 33 04 30 Temporary Water Services 09/19/2025 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33-04-59 Cleaning ofPipes 03 no�i 3305 10 Utility Trench Excavation, Embedment, and Backfill 06/13/2025 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings 09/09/2022 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 03/11/2022 3305 16 Concrete Water Vaults 12/12/2025 3305 17 Concrete Collars 03/11/2022 33 05 20 Auger Boring 12/20/2012 33 05 21 Tunnel Liner Plate 12/20/2012 33 05 22 Steel Casing Pie 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 12/09/2022 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe MODIFIED 12/09/2022 33 11 11 Ductile Iron Fittings MODIFIED 09/20/2017 33 11 12 Polyvinyl Chloride VC Pressure Pie 09/09/2022 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised December 12, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33-" Cefter-ete Pressufe Pipe, Baf! Wrapped, Steel Cylindef Typ-e 03 n'�25 334444 Buried Steel Pipe and Fi i QIQ 33 1210 Water Services 1-inch to 2-inch 12/12/2025 33 1211 Large Water Meters 12/12/2025 33 1220 Resilient Seated Gate Valve 05/06/2015 2 =Rubber-0 / -9 33 1225 Connection to Existing Water Mains 02/06/2013 33 1 30 1 220/20 2 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/12/2025 334-2-0 Standard Blow off Va4ve-Ass� n�iio °gin 33-3442 1M0,Q0 12 1 7 /rcrzv/ivii 33-3443 nnio�� 33 31 20 Polyvinyl Chloride VC Gravity Sanitary Sewer Pie 09/09/2022 - i ' Chloride Closed Profile Gfa-vity Sanitary Sewef 333121 (PVC) . " PiPle 12/20,QO 12 33-34 22 1 � i� 33-34 2 1 ��Q 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 3 3 7nCombinatioll12Q0,Q0 12 3339 10 Cast -in -Place Concrete Manholes 12/13/2024 33 39 20 Precast Concrete Manholes 12/13/2024 233o 30Fiber-glass12/1 3 902 33-39--40 1 2�z 20/2 z 33 39 60 Liners for Sanitary Sewer Structures 04/29/2021 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 32Polyethylene117�7�zrz QO 12 33-4142 11 �,rn-rYzvli✓ n�i10 n�2 3146-00 1 i ii 07in n 33-4940 Cast i Place r,r.,,,holes and r,,,,etior Boxes 12/1�2-4 33 49 20 Curb and Drop Inlets 03/11/2022 33A9 -48 07 inn Division 2 KIM 0o .. . . • _Im 1 MiXISFAM o B _■ _� •. �_ '- VVAEII�E, MIN .. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised December 12, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 3441-50 c;,, .to M e Fiber- Optie !"able n�io�6- 3471 13 Traffic Control 03/22/2021 Appendix GC-4.02 Subsurface and Physical Conditions GC-6.06.1) Small Business Utilization Form GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised December 12, 2025 City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, April 28, 2026 REFERENCE NO.: **M&C 26-0285 LOG NAME: 60WSSC19WSMI-VENUS SUBJECT: (CD 11) Authorize Execution of a Contract with Venus Construction Company, in the Amount of $7,012,695.20, for Water and Sanitary Sewer Replacement Contract 2019, WSM-1 Project, Adopt Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt, Adopt Appropriation Ordinances to Effect a Portion of Water's Contribution to the Fiscal Years 2026-2030 Capital Improvement Program, and Amend the Transportation and Public Works Fiscal Years 2026-2030 Capital Improvement Program (2022 Bond Program) RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a contract with Venus Construction Company, in the amount of $7,012,695.20 for Water and Sanitary Sewer Replacement Contract 2019, WSM-1 project; 2. Adopt the attached resolution expressing official intent to reimburse expenditures with proceeds of future debt for the Water and Sanitary Sewer Replacement Contract 2019, WSM-1 project; 3. Adopt the attached appropriation ordinance adjusting appropriations in the Water and Sewer Commercial Paper Fund by increasing appropriations in the Water and Sanitary Sewer Replacement Contract 2019, WSM-1 project (City Project No. 103415) in the amount of $7,176,756.00 and decreasing appropriations in the W&S Commercial Paper project (City Project No. UCMLPR) by the same amount, to effect a portion of Water's contribution to the Fiscal Years 2026-2030 Capital Improvement Program; 4. Adopt the attached appropriation ordinance adjusting appropriations in the 2022 Bond Program Fund by increasing appropriations in the Water and Sanitary Sewer Replacement Contract 2019, WSM-1 project (City Project No. 103415) in the amount of $730,000.00, and decreasing appropriations in the Street Improvement -Deteriorating Streets programmable project (City Project No. PB0019) by the same amount; and 5. Amend the Transportation & Public Works Contribution to the Fiscal Years 2026-2030 Capital Improvement Program. DISCUSSION: This Mayor & Council Communication (M&C) is to authorize execution of a construction contract with Venus Construction Company in the amount of $7,012,695.20 for the replacement of cast iron water and deteriorated sanitary sewer mains as indicated on the following streets and easements: street-71 From To F7Scope of Work N. Sylvania Avenue Goldenrod Avenue Marigold 1Water Avenue Carnation Avenu JlAvenue N. Sylvania I glandin Street Water/Sewer Blandin Street Daisy Lane _ 770 feet South Water/Sewer Aster Avenue]Avenue Blandin N Chandler IlDrive Water Grace Avenue ff Belknap Street State Highway 121 Water Goddard Street* [Beach Street Woodrose Drive Paving (Bond Year 3) Water/Sewer Goddard IlWoodrose Street IlDrive �Haltom Road Water/Sewer Gilmore Street IlStreet N. Beach Wayne Street Water/Sewer Haltom Road Goddard Street East 1 st Street _ Water/Sewer Pittsburg Place Grace Street 155 feet West Sewer Additionally, asphalt pavement rehabilitation will be conducted on all the roadways curb to curb subsequent to the water and sanitary sewer main replacement on all non 2022 Bond Year 3 streets. *As part of this project, the Transportation and Public Works Department has requested that the paving improvements on Goddard Street from Arnold Court to Woodrose Drive, scheduled as part of the 2022 Bond Year 3, be included in this project due to proximity. The project was advertised for bids on January 14 and January 21, 2026, in the Fort Worth Star -Telegram. On February 26, 2026, the following bids were received: LBidder F Amount J Time of Completion Venus Construction Company _ $7,012,695.20 500 Calendar Days SYB Construction Co. Inc $7,260,169.88 R & D Burns Brothers, Inc $7,528,748.50 William J Schultz Inc dba Circle C Construction Company L$,557,116.700 Jackson Constructions, Ltd $7,623,731.00 Woody Contractors, Inc $8,067,074.40 Western Municipal Construction of Texas LLC $10,052,969.60 Small Business (SB) Goal - Venus Construction Company is in compliance with the small business goal. The Water Department's share of this contract is $6,377,135.20 and will be available in the Water and Sewer Capital Projects Fund for the W/SS REPL 2019 WSM-I project (City Project No. 103415). The Transportation & Public Works (TPW) Department's share of this contract is $635,560.00. The paving funds for this project are included in the 2022 Bond Program. In addition to the contract amount, $550,063.80 (water: $319,839.80, sewer: $160,924.00, and paving: $69,300.00) is required for project management, material testing, and inspection. Project contingencies are provided in the amount of $343,997.00 (water: $211,681.00, sewer: $107,176.00, and paving: $25,140.00). This project will have no impact on the Transportation & Public Works operating budget when completed. The sanitary sewer component of this project is part of the Sanitary Sewer Overflow Initiative Program of the Water Department. Approximately 7,720 linear feet of cast iron water and 5,063 linear feet of sanitary sewer pipe will be removed and replaced as part of this project. This project is anticipated to be included in a future revenue bond issue for the Water & Sewer Fund. Available cash within the Water and Sewer portfolio and the City's portfolio along with the appropriation authority authorized under the Callable Commercial Paper Program (CP) will be used to provide interim financing for this project until debt is issued. Once debt associated with this project is sold, bond proceeds will be used to reimburse the Water and Sewer portfolio and the City's portfolio in accordance with the attached reimbursement resolution. Under federal law, debt must be issued within approximately three years in order for these expenses to be reimbursable. Adoption of the attached resolution does not obligate the City to sell bonds but preserves the ability of the City to reimburse itself from tax-exempt bond proceeds. It is the practice of the Water Department to appropriate its Capital Improvement Program (CIP) plan throughout the Fiscal Year, instead of within the annual budget ordinance, as projects commence, additional funding needs are identified, and to comply with bond covenants. Funding is currently available in the Commercial Paper project within the Water & Sewer Commercial Paper Fund for the purpose of funding the W/SSREPL Contract 2019 Water Sewer Main -I project. Funding is also budgeted in the 2022 Bond Program Fund in the Street Improvement -Deteriorating Streets programmable project. Appropriations for the water, sanitary sewer, and paving improvements for the Water and Sanitary Sewer Replacement Contract 2019 WSM-1 project by Fund will consist of the following: Fund Existing Appropriations Additional Appropriations project Total* 2022 Bond Program - Fund $70,000.00 $730,000.00 $800,000.00 34027 W&S Capital Projects - Fund $1,994,141.00 $0.00 $1,994,141.00 56002 W&S Commercial $0.00 $7,176,756.00 $7,176,756.00 Paper— Fund 56026 Project fotal7E $2,064,141.00 $7,906,756.00 $9,970,897.00 Numbers rounded for presentation purposes. Funding for this project was not included in the Transportation and Public Works FY2026-2030 Capital Improvement Program due to insufficient funding to complete the original scope. The actions in this M&C will amend the Transportation & Public Works FY2026-2030 Capital Improvement Program as approved in connection with Ordinance 27979-09-2025. The TPW cost included in this project is included in the 2022 Bond Program. The City's Extendable Commercial Paper (ECP) (M&C 22-0607; Ordinance 25765-08-2022) provides liquidity to support the appropriation. Available resources will be used to make any interim progress payments until the debt is issued. Once debt associated with a project is sold, debt proceeds will reimburse the interim financing source in accordance with the statement expressing official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election (Ordinance 25515-05-2022). The project is located in COUNCIL DISTRICT 11. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are available in the Commercial Paper project within the W&S Commercial Paper Fund and in the Street Imprv—Deteriorating Sts programmable project within the 2022 Bond Program Fund and upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the W&S Commercial Paper and 2022 Bond Program Funds for the W/SS REPL Contract 2019 WSM-1 project to support the execution of the construction contract. Prior to any expenditure being incurred, the Transportation & Public Works and Water Departments have the responsibility to validate the availability of funds. FUND IDENTIFIERS (FIDs).: TO Fund Department Account' Project Program ctivity Budget Reference # mount ID ID Year (Chartfield 2) FROM Fund_ Department Account Project ProgramlActivity Budget Reference # mou ID ID Year (Chartfield 2) CERTIFICATIONS: Submitted for City Manager's Office by_ Jesica McEachern (5804) Originating Department Head: Chris Harder (5020) Additional Information Contact: Parvathi S. (8528) ATTACHMENTS 1. 1295 Form.pdf (CFW Internal) 2. 60WSSC19WSM1-VENUS FID TABLE (WCF 03.19.26).xlsx (CFW Internal) 3. 60WSSC19WSMI-VENUS funds avail.docx (CFW Internal) 4.60WSSC19WSM1-VENUS.pdf (Public) 5. Commercial Paper Balance as of 03.19.26.xlsx (CFW Internal) 6. ORD.APP 60WSSC19WSM1-VENUS 34027 A026(R4).docx (Public) 7.ORD.APP 60WSSC19WSMI-VENUS 56026 A0261R3).docx (Public) 8. PBS CPN 103415.pdf (CFW Internal) 9. Res.60WSSC19WSMl-VENUS.docx (Public) to m L Y Y uo ra c c c c N •r Vl � . 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Bid Opening Date has been revised to February 261h 2026 2. Responses to questions are attached to this addendum as Attachment A. 3. The pre -bid meeting agenda is attached to this addendum as Attachment B. 4. CONTRACT MANUAL Replace the following sections: Replace Specification With Specification 00 4100 BID FORM 00 4100 BID FORM - Revised Prequalification Section. Changed "CCTV, 12-inches and smaller" to "CCTV, fl- inches and smaller' 00 42 43 PROPOSAL FORM 00 42 43 PROPOSAL FORM - Re -ordered Unit 1: Water Items 1-8 - Removed item for 4" Cleanotit. Spec. 33 31 50 - cleanout is subsidiary to the Sewer Service. 00 45 12 PREQUALIFICATION STATEMENT 00 45 12 PREQUALIFICATION STATEMENT - Changed "CCTV, 12-inches and smaller' to "CCTV; 8-inches and smaller". - Corrected major work types for asphalt paving and concrete paving. ITB 26-0092 Water and Sanitary Sewer Replacement Contract 2019, WSM-I Part 1 Addendum No. 1, Page 1 of 2 5. PLANS Replace the following: Replace Sheet With Sheet(s) COVER SHEET COVER SHEET 48 - SANITARY SEWER DETAILS 1 48 - SANITARY SEWER DETAILS 1 49 - SANITARY SEWER DETAILS II 49 - SANITARY SEWER DETAILS 11 56 — SURFACE REPAIR PLAN GILMORE ST 56 — SURFACE REPAIR PLAN GILMORE ST 77— TRAFFIC CONTROL PLAN DETAIL 1 77— TRAFFIC CONTROL PLAN DETAIL 1 All other terms and conditions remain unchanged. In A TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT .................................... 2 ........ 0 . ■ a ............................ ■ 1 By the signature affixed below, Addendum No. 1 is hereby incorporated into and made part of the above referenced Invitation to Bid. COMPANY NAME: I%s»�y C ��/T ✓c= >'i<- SIGNATURE: ✓�>,S'- ��: NOTE: Company name and signature must be the same as on the original bid documents. Failure to return this form with your sealed bid may constitute grounds for rejection of your offer. ITB 26-0092 Water and Sanitary Sewer Replacement Contract 2019, WSM-1 Part 1 Addendum No. 1, Page 2 of 2 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: Water and Sanitary Sewer Replacement Contract 2019, WSM-1 Part 1 City Project No.: 103415-1 Units/Sections: Unit I: Water Unit II: Sewer Unit III: Goddard Street (Beach St to Woodrose Dr) TPW Bond 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 Water and Sanitary Sewer Replacemen Contract 2019, WSM-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised 9/19/2025 Addendum No. 1 2_00 41 00 Bid Proposal Workbook.xlsx 0041 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. Auger Boring - 24-Inch Diameter Casing and Less b. Water Distribution, Urban Renewal - 12-Inch Diameter and Smaller c. Sewer Collection System, Urban/Renewal, 8-inches and Smaller d. Sanitary Manhole/Structure Interior Linig - Warren or Chesterton Coating e. CCTV, 8-inches and smaller f. Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) g. Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) h. NA 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 500 cal. days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. Small Business Forms (required at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 'If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH Water and Sanitary Sewer Replacemen Contract 2019, WSM-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised 9/19/2025 Addendum No. 1 2_00 41 00 Bid Proposal Workbook.xlsx 6. Total Bid Amount 0041 00 BID FORM Page 3 of 3 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 7. Bid Submittal This Bid is submitted on Respectfully submitted, By: (Signature) (Printed Name) Title: Company: Address: State of Incorporation: Email: Phone: END OF SECTION $0.00 by the entity named below. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/1912025 Addendum No. 1 Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: Water and Sanitary Sewer Replacemen Contract 2019, WSM-1 City Project No. 103415 2_00 41 00 Bid Proposal Workbook.xlsx 00 42 43 BID PROPOSAL Page I of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item I. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit k Water l 3311.0444 12" Water Pie (DR-14) (Restrained Joints) 33 11 10, 33 11 12 LF 739 2 3311.0448 12" Water Pipe, DR-14) CLSM Backfill (Restrained Joints) 33 11 10, 33 11 12 LF 945 3 3311.0458 12" DIP Water, CLSM Backfill Restrained Joints) 33 11 10 LF 280 4 3311.0261 8" PVC Water Pipe e DR-14) 33 11 12 LF 5,528 5 3311.0254 8" DIP Water, CLSM Backfill 33 11 10 LF 90 6 3305.2002 8" DIP Water Carrier Pie 33 05 24 LF 92 7 3311.0161 6" PVC Water Pipe DR-14) 33 11 12 LF 47 8 3305.1103 20" Casing By Other Than Open Cut 33 05 22 LF 92 9 3312.3005 12" Gate Valve 33 1220 EA 5 10 3312.3003 8" Gate Valve 33 1220 EA 21 11 3312.3002 6" Gate Valve 33 1220 EA 6 12 3305.0117 Concrete Collar for Valve 3305 10 EA 32 13 3305.0003 8" Waterline Lowering 3305 12 EA 1 14 0241.1118 4"-12" Pressure Plug 0241 14 EA 1 15 0241.1302 Remove and Salvage 6" Water Valve 0241 14 EA 19 16 0241.1303 Remove and Salvage 8" Water Valve 0241 14 EA 2 17 0241.1304 Remove and Salvage 10" Water Valve 0241 14 EA 3 18 0241.1001 Water Line Grouting 0241 14 CY 10 19 0241.12184"-12"Water AbandonmentPlug 024114 EA 16 20 0241.1510 Salvage Fire Hydrant 0241 14 EA 7 21 3312.0001 Fire Hydrant 33 1240 EA 6 22 3312.0117 Connection to Existing 4"-12" Water Main 33 1225 EA 27 23 3304.0101 Temporary Water Services 33 04 30 LS 1 24 3305.0103 Exploratory Excavation ofExisting Utilities 33 05 30 EA 1 25 3312.0002 Water Sampling Station 33 1250 EA 1 26 3312.2001 1" Water Service, Meter Reconnection 33 1210 EA 165 27 3312.2003 1"Water Service 331210 EA 165 28 3312.2004 1" Private Water Service 33 1210 LF 25 29 3312.2201 2" Water Service, Meter Reconnection 33 1210 EA 3 30 3312.2203 2" Water Service 331210 EA 3 31 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 8 32 3305.0110 Utility Markers 33 05 26 LS 1 33 3305.0111 Valve Box Adjustment w/ Concrete Collar 3305 14 EA 1 34 3305.0109 Trench Safety 3305 10 LF 7.629 35 3125.0101 SWPPP > 1 acre 31 25 00 LS 1 36 0171.0101 Construction Staking (Water) 01 70 00 LS 1 37 0171.0102 As -Built Stove (Water) 01 70 00 LS 1 38 3471.0001 Traffic Control 3471 13 MO 7 39 0241.0300 Remove ADA Ramp 0241 13 EA 19 40 0241.0401 Remove Concrete Drive 0241 13 SF 93 41 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 1.276 42 0241.1400 Remove Conc VaUey Gutter 0241 15 SY 74 43 0241.1506 2" Surface Milling 0241 15 SY 7.357 44 024 1. 1700 11 " Pavement Pulverization 024115 SY 9,777 45 3201.0201 Permanent Asphalt Pvmt Repair Beyond Defined Width, 3201 17 SY 200 46 3201.0400 Temporary or Asphalt Paving Re air 3201 04 LF 5,373 47 9999.0001 Composite Pavement Trench Repair Asphalt/ Concrete 32 01 17, 32 0129 LF 2,350 48 3201.0614 Conc Pvmt Repair, Residential 32 01 29 SY 93 49 3211.0601 CEMLIMEt1N 32 1133 TN 156 CITY OF FORT WORTH Water end Sanitary Sewer Rcpincemen Contract 2019, W SM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cary Project No. 1034t5 Revised 9/19/2025 Addendum No. 1 00 41 00 Bid Prapoeel Worklwok Addendum No. LxLx 00 42 43 BID PROPOSAL Paget of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal 0idliA Item No Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 50 3212.0301 2" Asphalt Pvmt Type D (DG-D) 32 1216 SY 7,357 51 3212.0302 3" Asphalt Pvmt Type D (DG-D) 32 1216 SY 9,777 52 3213.0401 6" Concrete Driveway 32 1320 SF 344 53 3213.0501 Barrier Free Ramp, Type R-1 32 1320 EA 6 54 3213.0504 Barrier Free Ramp, Type M-2 32 1320 EA 2 55 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 11 56 3216.0101 6" Cone Curb and Gutter 32 1613 LF 1,276 57 3216.0301 7" Cone Valley Gutter, Residential 32 1613 SY 74 58 3217.0101 6" SLID Pvmt Markin HAS (W) 32 1723 LF 2,490 59 3217.0102 6" SLID Pvmt Markin HAS (Y) 32 1723 LF 2,618 60 3217.0107 6" BRK Pvmt Markin HAS Y 32 1723 LF 680 61 3217.0501 24" SLD Pvmt Markin I-AE (W) 32 1723 LF 12 62 3217.2103 REFL Raised Marker TY II -A -A 32 1723 EA 58 63 3217.5001 Curb Address Painting 32 1725 EA 2 64 3291.0100 Topsoil 3291 19 CY 17 65 3292.0101 Utility Service Surface Restoration Sodding 3292 13 SY 56 66 3292.0400 Seeding, , H dromulch 3292 13 SY 418 67 3349.5005 Remove and Replace Inlet Top, 5' 33 49 20 EA 2 68 9999.0002 Historic Tile Address 00 00 00 EA 5 69 9999.0003 Modified Barrier Free Rarnp 00 00 00 EA 3 70 9999.0005 Miscellaneous Irrigation Adjustment 00 00 00 LS 1 $25,000.00 $25,000.00 71 9999.0006 Water Construction Allowance 00 00 00 LS 1 $100,000.00 $100,000.00 Subtotal, unit I: water $125,000.00 CITY OF FORT WORTH Water end Sanitary Sewer Rcpincemen Contract 2019, W SM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cary Project No. 103415 Revised 9/19/2025 Addendum No. 1 00 41 00 Bid Prapoeel Worklmok Addendum No. LxLx 00 42 43 BED PROPOSAL Page 3 of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Uidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit II: Sewer I 3331.4115 8" PVC Sewer Pipe (SDR-26) 33 11 10 LF 3,541 2 3331.4116 8" PVC Sewer Pie (SDR-26), CSS Backfill 33 11 10, 33 31 12,333120 LF 20 3 3331.4117 8" PVC Sewer Pie (SDR-26), CLSM Backfill 33 11 10, 33 31 12,333120 LF 25 4 3331.4119 8" DIP Sewer Pipe (w/ Protecto 401) 33 11 10 LF 998 5 3331.4120 8" DIP Sewer Pipe (w/ Protecto 401), CLSM Backfill 33 11 10 LF 479 6 3341.0205 24" RCP, Class 1II 3341 10 LF 8 7 0241.2001 Sanitary Line Grouting 0241 14 CY 16. 8 0241.2102 6" Sewer Abandonment Plug 0241 14 EA 4 9 0241.2103 8" Sewer Abandonment Plug 0241 14 EA 4 10 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 13 11 3339.0001 Epoxy Manhole Liner 33 39 60 VF 28 12 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 17 13 3339.1002 4'Drop Manhole 33 39 10, 33 39 20 EA 1 14 3339.1003 4' Extra Depth Manhole 33 39 10, 33 39 20 VF 15 15 3339.1004 4' Shallow Manhole 33 39 10, 33 39 20 EA 4 16 3331.3311 4" Sewer Service (w/ 4" 2-way Cleanout) 33 31 50 EA 107 17 3301.0001 Pre -CCTV Inspection 33 01 31 LF 5,071 18 3301.0002 Post -CCTV Inspection 33 01 31 LF 5,071 19 3301.0003 Final -CCTV Inspection 33 01 31 LF 5,071 20 3301.0101 Manhole Vacuum Testing 33 01 30 EA 22 21 3303.0001 Bypass Purnping 3303 10 LS I 22 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA I 23 3305.0109 Trench Safety 3305 10 LF 5,071 24 3305.0110 Utility Markets 33 05 26 LS I 25 3305.0112 Concrete Collar for Manhole 3305 17 EA 25 26 3305.0113 Trench Water Stopsp 3305 15 EA 4 27 3110.0101 Site Clearing 31 1000 SY 210 28 3110.0102 6"-12" Tree Removal 31 1000 EA 6 29 3110.0103 12"-I8" Tree Removal 31 1000 EA 4 30 0171.0101 Construction Staking (Sewer) 01 7000 LS 1 31 0171.0102 As -Built Survey (Sewer) 01 7000 LS 1 32 3471.0001 Traffic Control 3471 13 MO 7 33 0241.0300 Remove ADA Ramp 0241 13 EA 4 34 0241.0401 Remove Concrete Drive 0241 13 SF 23 35 0241.1300 Remove Cone Curb&Gutter 0241 15 LF 930 36 0241.1400 Remove Cone Valley Gutter 0241 15 SY 74 37 0241.0100 Remove Sidewalk 0241 13 SF 36. 38 0241.1700 11 " Pavement Pulverization 024115 SY 6,394 39 3201.0400 Temporary Asphaltp Paving Repair air 3201 04 LF 3,960 40 3201.0614 Cone Pvmt Repair, Residential 32 01 29 SY 23 41 3211.0601 CEMLIMETM 3211 33 TN 102 42 3211.0112 6" Flexible Base, Type A, GR-1 (Haltom Rd) 32 11 23 SY 432 43 3212.0302 3" Asphalt Pvmt Type D (DG-D) 32 12 16 SY 6,394 44 3213.0301 4" Cone Sidewalk 32 1320 SF 36 45 3213.0401 6" Concrete Driveway 32 1320 SF 644 46 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 4 47 3216.0101 6" Cone Curb and Gutter 32 1613 LF 930 48 3216.0301 7" Cone Valley Gutter, Residential 32 1613 SY 74 49 3217.0102 6" SLD Pvmt Markin HAS (Y) 32 1723 LF 240 50 3217.0501 24" SLD Pvmt Markin HAE (W) 32 1723 LF 13 51 3291.0100 Topsoil 3291 19 CY 48 52 3292.0101 Utility Service Surface Restoration Sodding 3292 13 SY 56. 53 3292.0400 Seeding, H dromulch 3292 13 SY 330 54 9999.0002 Historic Tile Address 00 00 00 EA 1 55 9999.0007 Sewer Construction Allowance 00 00 00 LS 1 $80,000.00 $80,000.00 Subtotal, Unit II: Sewer $80,000.00 CITY OF FORT WORTH Water end Sanitary Sewer Rcpincemen Contract 2019, W SM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cary Project No. 1034t5 Revised 9/19/2025 Addendum No. 1 00 41 00 Bid Prapoeel Worklwok Addendum No. LxLx 00 42 43 BED PROPOSAL Page 4 of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Pmjm Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quamity Unit Price Bid Value Unit III: Goddard Street (Beach St to Woodrose Dr) TPW Bond 1 0241.0100 Remove Sidewalk 02 41 13 SF 47 2 0241.0401 Remove Concrete Drive 0241 13 SF 202 3 0241.1300 Remove Cone Curb&Gutter 0241 15 LF 620 4 0241.1400 Remove Cone Valley Gutter 0241 15 SY 53 5 0241.0702 Relocate Mailbox - Traditional 02 41 13 EA I 6 0241.1700 11" Pavement Pulverization 0241 15 SY 2,541 7 3110.0101 Site Clearing 31 1000 SY 50 8 3123.0101 Unclassified Excavation by Plan 3123 16 CY 1,614 9 3201.0400 Temporary Asphalt Paving Repair 32 01 04 LF 1,146 10 3211.0601 CEMLIME— 32 1133 TN 41 11 3212.0302 3" Asphalt Pvmt Type D (DG-D) 32 1216 SY 2,541 12 3213.0301 4" Cone Sidewalk 32 1320 SF 1,580 13 3213.0311 4" Cone Sidewalk, Adjacent to Curb 32 1320 SF 1,962 14 3213.0322 Cone Curb at Back of Sidewalk 32 1320 LF 44 15 3213.0401 6" Concrete Driveway 32 1320 SF 2,926 16 3213.0505 Barrier Free Ramp, Type M-3 32 1320 EA 2 17 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 2 18 3216.0101 6" Cone Curb and Gutter 32 1613 LF 1,278 19 3217.5001 Curb Address Painting 32 1725 EA 20 20 3291.0100 Topsoil 3291 19 CY 453 21 3292.0100 Block Sod Placement 3292 13 SY 1,360 22 3305.0107 Manhole Adjustment, Minor w/ Concrete Collar 3305 14 EA 2 23 3305.0111 Valve Box Adjustment w/ Concrete Collar 3305 14 EA 1 24 3349.5005 Remove and Replace Inlet Top, 5' 33 49 20 EA 2 25 3349.5006 Remove and Replace Inlet Top, 10' 33 49 20 EA 1 26 3471.0001 Traffic Control 3471 13 MO 2 27 0171.0101 Construction Staking (Goddard) 01 7123 LS 1 28 9999.0003 Modified Barrier Free Ramp 00 00 00 EA 2 29 9999.0009 Paving Construction Allowance 00 00 00 LS 1 $80,000.00 $80,000.00 30 9999.0005 Miscellaneous Irrigation Adjustment 00 00 00 LS 1 $10,000.00 $10,000.00 Subtotal, Unit III: Goddard Street (Beach St to Woodrose Dr) TPW Bond $90,000.00 Bid Summary Unit I: Water $125,000.00 Unit II: Sewer $80,000.00 Unit III: Goddard Street (Beach Stto Woodrose Dr) TPW Bond $90,000.00 Total Bid $295,000.00 END OF SECTION CITY OF FORT WORTH Water end Sanitary Sewer Rcplacemen Contract 2019, W SM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cary Project No. 1034t5 Revised 9/19/2025 Addendum No. 1 00 41 00 Bid Prapoeal Workbook Addendum No. LxLx 00 45 12 PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Auger Boring - 24-Inch Diameter Casing and Less Water Distribution, Urban Renewal - 12-Inch Diameter and Smaller Sewer Collection System, Urban/Renewal, 8-inches and Smaller Sanitary Manhole/Structure Interior Linig - Warren or h sterton C atin CCTV, 8-inches and smaller Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) NA The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: By: 0 (Signature) Title: 0 Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 09/19/2025 Water and Sanitary Sewer Replacemen Contract 2019, WSM-1 Addendum No. 1 City Project No. 103415 2_00 41 00 Bid Proposal Workbook.xlsx >> orn Kimle FORT WORTH Y ATTACHMENT A City of Fort Worth Water and Sanitary Sewer Replacement Contract 2019, WSM-1 Part 1 CPN 103415-1 INVITATION TO BID: 26-0092 RESPONSE TO QUESTIONS I. Please, post the Pre -Bid Attendee List after the 1/27 virtual meeting. • Please, refer to the Pre -Bid agenda for the full list of attendees. II. Do you happen to have a cost estimate or range? • The Engineer's Opinion of Probable Construction Cost is between $7.OM and $8.0 M. III. Would The City approve Armorock polymer concrete as an alternate bid option for manholes specified with corrosion protection requirements? • Given the limited number of manholes specified for corrosion protection in this project, polymer manholes will not bid as an alternate. Kimle > Horn FORT WORTH ,I ATTACHMENT B City of Fort Worth Water and Sanitary Sewer Replacement Contract 2019, WSM-1 Part 1 CPN 103415-1 INVITATION TO BID: 26-0092 PRE -BID MEETING AGENDA Subject: Pre -Bid Conference Meeting Date: January 27, 2026 Meeting Time: 10:30 AM I. Introductions 1. Fort Worth Staff • Parvathi Sreekumaran Unnithan 2. Kimley-Horn Design Team • Carl Dezee • Ryne Spicer • Parker O'Hara 3. Pre -Bid Attendees • No Attendees II. Project Overview 1. General Overview of Project Purpose 2. Water System Improvements (Review Overall Project Exhibit): • --2,051 LF 12-Inch Water Pipe by Open Cut • --5,614 LF 8-Inch Water Line by Open Cut • -92 LF of 8-Inch Ductile Iron Water Carrier Pipe in 20-Inch Steel Casing by Other Than Open Cut • --5,063 8-Inch Sanitary Sewer Line by Open Cut • --18,774 SY of 11" Pavement Pulverization and 3" Asphalt Pavement Type D • -7,412 SY of Milling and 2" Asphalt Pavement Type D • --4,186 SF Concrete Driveway B-1 KimleY >>> Horn FORT WORTH 3. Bid Documents are available on Bonfire. Contractors must indicate intent to bid on Bonfire to be able to submit a bid to the City. Indicate intent to bid by selecting "yes" in the Procurement Portal under the Intent to Bid section. III. Discussion Items 1. Project Specific Items a. Perform any noted exploratory excavations prior to submittal of shop drawings • Any discrepancies to be coordinated immediately b. Contractor is responsible for obtaining a storage area for pipe material, worker parking, etc. c. Temporary water services will be required. d. Existing pipe material includes cast iron and may require additional fittings with non- standard diameters. e. Contractor to obtain Street Use Permit and SWPPP f. Atmos Coordination — gas line relocation activities will be ongoing with the proposed work areas. Contractor shall coordinate all work with Atmos Gas (William Day, 817-929-0403) and sequence work to allow gas relocation activities to be completed prior to mobilizing and beginning work in a particular area. g. Storm Drain Protection — The proposed work is in close proximity to existing storm drain lines. Storm drain lines shall be protected and supported by the Contractor. Any damages shall be repaired by the Contractor at no additional cost. IV. Project Prequalification a. Auger Boring — 24-inch diameter casing and less b. Water Distribution, Urban and Renewal, 12-inch diameter and smaller c. Sewer Collection System, Urban and Renewal, 8-Inch diameter and smaller d. Sanitary Manhole/Structure Interior Lining — Warren or Chesterton Coating e. CCTV, 8-inches and smaller f. Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) g. Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) V. Deadline for Questions 1. Per Section 00 21 13, the deadline for questions is Thursday, February 12th, 2026 at 2 P.M. VI. Addendums 1. Addendum No. 1 VII. Small Business Goal 1. City's Small Business Utilization Goal = 30% 2. Bidders shall comply with the Small Business Goal by meeting or exceeding the small business goal through self -performance and/or Small Business subcontracting participation. B-2 KimleY >>> Horn FORT WORTH 3. Small businesses are based on SBA definitions and must be located within the five Font Worth counties: Tarrant, Denton, Wise, Parker and Johnson. 4. Small businesses shall be certified via one of the following certifying agencies: o North Central Texas Regional Certifying Agency (NCTRCA) o Dallas/Fort Worth Minority Supplier Development Council (DFW MSDC) o Women's Business Council — Southwest (WBCS) o Texas Department of Transportation (TxDOT) 5. The following documents must be submitted with the bid documents at the time of bidding: o Completed Small Business Utilization form o Certificates identifying themselves or subcontractors as Small Businesses Vill. Bid Opening 1. Due by 2:00 P.M. on February 19, 2026 via the Procurement Portal. 2. Bids Opened and read in New City Hall, Mezzanine of New City Hall; Room MZ10_12 at 2:00 pm on February 19, 2026. IX. Bid Requirements 1. Standard Prequalification Statement (due 7 days prior to Bid opening — February 12, 2026 for contractors not currently prequalified), Section 00 45 12. 2. Requirements and Procedures described in Instructions to Bidders, Section 00 21 13 3. Bid Form with addenda acknowledged — Section 00 41 00 4. Required Bid Bond, Section 00 42 13 issued by a surety meeting the requirements of Paragraph 5.01 in the General Conditions 5. Vendor Compliance to State Law, Section 00 43 37 6. Small Business Utilization Form and Certificates, Section 00 45 41 (Must submit certificates with bid in accordance with City spec) 7. Bid Proposal Form, Section 00 42 43 8. Conflict of Interest Affidavit, Section 00 35 13 9. Bid Bond, Section 00 43 13 10. Certificate of Interested Parties Form 1295 is required before M&C can go to Council X. Contract Schedule 1. Final Acceptance: 500 calendar days from NTP XI. Questions 1. New Questions B-3 FORT WORTH... ADDENDUM TO INVITATION TO BID NO. 26-0092 WATER AND SANITARY SEWER REPLACEMENTS CONTRACT 2019, WSM-1 PART 1 WATER DEPARTMENT ADDENDUM NO. 2 DATE ISSUED: FEBRUARY 19, 2026 INVITATION TO BID (ITB): 26-0092 ORIGINAL BID OPENING DATE: FEBRUARY 19, 2026 REVISED BID OPENING DATE: FEBRUARY 26, 2026 ITB No. 26-0092, issued January 14, 2026, is hereby amended as follows: 1. The Plan Holder list is attached to this addendum as Attachment A. 2. CONTRACT MANUAL Replace the following sections: Replace Specification I With Specification 00 42 43 PROPOSAL FORM 1 00 42 43 PROPOSAL FORM - Unit l: Water, Item 45 has been revised to 9999.0008 Permanent Composite Pvmt Repair Asphalt / Concrete Beyond Defined Width. - Unit l: Water, Item 46 bid quantity for temporary Asphalt Paving Repair has been revised - Unit l: Water, Item 47 description has been revised to 9999.0001 6' Wide Composite Pavement Trench Repair Asphalt / Concrete — Clarifying trench width and revising the Bid Quantity. - Unit I: Water, Item 48 9999.0010 3' Wide Composite Pavement Trench Repair Asphalt/Concrete has been added Re -ordered Unit l: Water, Items 48-71 - Unit ll: Sewer, Item 39's Bid Quantity has been revised. - Unit Ill: Goddard St., Item 9's Bid Quantity has been revised. ITB 26-0092 Water and Sanitary Sewer Replacement Contract 2019, WSM-1 Part 1 Addendum No. 2, Page 1 of 3 3. RESPONSE TO QUESTIONS May you please post the pre -bid meeting attendance sheet and the document takers list if available? • Refer to the pre -bid meeting agenda in Addendum No. 1 for the full list of attendees. • The Plan Holder List has been included in Attachment A of this Addendum. What is the Engineers Estimate? • The Engineer's Opinion of Probable Construction Cost is between $7.OM and $8.OM. Is an estimated cost available? • The Engineer's Opinion of Probable Construction Cost is between $7.OM and $8.OK Item 47 in the water section Composite PVMT trench repair asphalt, there needs to be a width for the ditch line so it can be bid accurately. • Item 47 (Unit l: Water) in the Section 00 42 43 Proposal Form for "Composite Pavement Trench Repair Asphalt/ Concrete" has been revised to "9999.0001 6' Wide Composite Pavement Trench Repair Asphalt/Concrete." • Item 48 (Unit 1: Water) 9999.0010 3' Wide Composite Pavement Trench Repair Asphalt/ Concrete was added in the Section 00 42 43 Proposal Form. Item 45 in the water section is that extra width item for the composite PVMT repair? • Section 00 42 43 Proposal Form, Item 45's (Unit 1: Water) description "3201.0400 Permanent Asphalt Pvmt Repair Beyond Defined Width, Residential" is replaced with "9999.0008 Permanent Composite Pvmt Repair Asphalt / Concrete Beyond Defined Width. " On sheet 21 note 1 you cannot make a fire line subsidiary it needs its own item. • Sheet 21, Note 1 is for the contractor to identify any and all fire services within a given shutout area. Contractor shall notify and coordinate with the inspector and business, prior to disrupting service. 500 Calendar days is not enough. I did a takeoff and recommended 600 calendar days. • This project has been allotted 500 calendar days, as specified in the bid documents. ITB 26-0092 Water and Sanitary Sewer Replacement Contract 2019, WSM-I Part 1 Addendum No. 2, Page 2 of 3 Water section Item 46 Temporary asphalt does not have enough footage. It will need approximately 9300 LF. Sewer section item 39 Temporary asphalt does not have enough footage. It will need approximately 7200 LF. • Item 46 (Unit l: Water) for "3201.0400 Temporary Asphalt Paving Repair" quantity revised to 7,504 LF. • Item 39 (Unit ll: Sewer) for "3201.0400 Temporary Asphalt Paving Repair" quantity revised to 5,384 LF. • Item 9 (Unit 111: Goddard Street) for "3201.0400 Temporary Asphalt Paving Repair" quantity revised to 1,261 LF. All other terms and conditions remain unchanged. JOHN KASAVICH, P.E. ENGINEERING MANAGER, WATER DEPARTMENT By the signature affixed below, Addendum 1 o1 1 is hereby incorporated into and made part of the above referenced Invitation to Bid. COMPANY NAME:lw- SIGNATURE: NOTE: Company name and signature must be the same as on the original bid documents. Failure to return this form with your sealed bid may constitute grounds for rejection of your offer. ITB 26-0092 Water and Sanitary Sewer Replacement Contract 2019, WSM-1 Part 1 Addendum No. 2, Page 3 of 3 00 42 43 BID PROPOSAL Page I of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidfist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit k Water l 3311.0444 12" Water Pie (DR-14) (Restrained Joints) 33 11 10, 33 11 12 LF 739 2 3311.0448 12" Water Pipe, DR-14) CLSM Backfill (Restrained Joints) 33 11 10, 33 11 12 LF 945 3 3311.0458 12" DIP Water, CLSM Backfill Restrained Joints) 33 11 10 LF 280 4 3311.0261 8" PVC Water Pipe e DR-14) 33 11 12 LF 5,528 5 3311.0254 8" DIP Water, CLSM Backfill 33 11 10 LF 90 6 3305.2002 8" DIP Water Carrier Pie 33 05 24 LF 92 7 3311.0161 6" PVC Water Pipe e DR-14) 33 11 12 LF 47 8 3305.1103 20" Casing By Other Than Open Cut 33 05 22 LF 92 9 3312.3005 12" Gate Valve 33 1220 EA 5 10 3312.3003 8" Gate Valve 33 1220 EA 21 11 3312.3002 6" Gate Valve 33 1220 EA 6 12 3305.0117 Concrete Collar for Valve 3305 10 EA 32 13 3305.0003 8" Waterline Lowering 3305 12 EA 1 14 0241.1118 4"-12" Pressure Plug 0241 14 EA 1 15 0241.1302 Remove and Salvage 6" Water Valve 0241 14 EA 19 16 0241.1303 Remove and Salvage 8" Water Valve 0241 14 EA 2 17 0241.1304 Remove and Salvage 10" Water Valve 0241 14 EA 3 18 0241.1001 Water Line Grouting 0241 14 CY 10 19 0241.1218 4"- 12" Water Abandonment Plug024114 EA 16 20 0241.1510 Salvage Fire Hydrant 0241 14 EA 7 21 3312.0001 Fire Hydrant 33 1240 EA 6 22 3312.0117 Connection to Existing 4"-12" Water Main 33 1225 EA 27 23 3304.0101 Temporary Water Services 33 04 30 LS 1 24 3305.0103 Exploratory Excavation ofExisting Utilities 33 05 30 EA 1 25 3312.0002 Water Sampling Station 33 1250 EA 1 26 3312.2001 1" Water Service, Meter Reconnection 33 1210 EA 165 27 3312.2003 1"Water Service 331210 EA 165 28 3312.2004 1" Private Water Service 33 1210 LF 25 29 3312.2201 2" Water Service, Meter Reconnection 33 1210 EA 3 30 3312.2203 2" Water Service 331210 EA 3 31 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 8 32 3305.0110 Utility Markers 33 05 26 LS 1 33 3305.0111 Valve Box Adjustment w/ Concrete Collar 3305 14 EA 1 34 3305.0109 Trench Safety 3305 10 LF 7.629 35 3125.0101 SWPPP > 1 acre 31 25 00 LS 1 36 0171.0101 Construction Staking (Water) 01 70 00 LS 1 37 0171.0102 As -Built Save (Water) 01 70 00 LS 1 38 3471.0001 Traffic Control 3471 13 MO 7 39 0241.0300 Remove ADA Ramp 0241 13 EA 19 40 0241.0401 Remove Concrete Drive 0241 13 SF 93 41 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 1.276 42 0241.1400 Remove Conc VaUey Gutter 0241 15 SY 74 43 0241.1506 2" Surface Milling 0241 15 SY 7.357 44 024 1. 1700 11 " Pavement pulverization 024115 SY 9,777 45 9999.0008 Permanent Composite Pvmt Repair Asphalt/Concrete Beyond Defined Width, Residential 32 01 17, 32 0129 SY 200 46 3201.0400 Temporary or Asphalt Paving Re air 32 01 04 LF 7.504 47 9999.0001 6' Wide Composite Pavement Trench Repair Asphalt / Concrete 32 01 17, 32 0129 LF 1,803 48 9999.0010 T Wide Composite Pavement Trench Repair Asphalt / Concrete 32 01 17, 32 0129 LF 730 49 3201.0614 Conc Pvmt Repair, Residential 32 01 29 SY 93 50 3211.0601 CEMLIMETIN 32 1133 TN 156 CITY OF FORT WORTB Water end Sanitary Sewer Rcplecemen Contract 2019. W SM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Addendum N o . 2 Cary Project No. 103415 Revised 9/19/2025 00 41 00 Bid Proposal Workbook Addendum No 2.,d- 00 42 43 BID PROPOSAL Paget of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Uidlist Item No Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 51 3212.0301 2" Asphalt Pvmt Type D (DG-D) 32 1216 SY 7,357 52 3212.0302 3" Asphalt Pvmt Type D (DG-D) 32 1216 SY 9,777 53 3213.0401 6" Concrete Driveway 32 1320 SF 344 54 3213.0501 Barrier Free Ramp, Type R-1 32 1320 EA 6 55 3213.0504 Barrier Free Ramp, Type M-2 32 1320 EA 2 56 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 11 57 3216.0101 6" Cone Curb and Gutter 32 1613 LF 1,276 58 3216.0301 7" Cone Valley Gutter, Residential 32 1613 SY 74 59 3217.0101 6" SLID Pvmt Markin HAS (W) 32 1723 LF 2,490 60 3217.0102 6" SLID Pvmt Markin HAS (Y) 32 1723 LF 2,618 61 3217.0107 6" BRK Pvmt Markin HAS Y 32 1723 LF 680 62 3217.0501 24" SLD Pvmt Markin I-AE (W) 32 1723 LF 12 63 3217.2103 REFL Raised Marker TY II -A -A 32 1723 EA 58 64 3217.5001 Curb Address Painting 32 1725 EA 2 65 3291.0100 Topsoil 3291 19 CY 17 66 3292.0101 Utility Service Surface Restoration Sodding 3292 13 SY 56 67 3292.0400 Seeding, , H dromulch 3292 13 SY 418 68 3349.5005 Remove and Replace Inlet Top, 5' 33 49 20 EA 2 69 9999.0002 Historic Tile Address 00 00 00 EA 5 70 9999.0003 Modified Barrier Free Ratrup 00 00 00 EA 3 71 9999.0005 Miscellaneous Irrigation Adjustment 00 00 00 LS 1 $25,000.00 $25,000.00 72 9999.0006 Water Construction Allowance 00 00 00 LS 1 $100,000.00 $100,000.00 Subtotal, unit I: water $125,000.00 CITY OF FORT WORTH Water end Sanitary Sewer Rcplecemen Contract 2019. W SM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Addendum N o . 2 Cary Project No. 103415 Revised 9/19/2025 00 41 00 Bid P,,—1 Warkbo"k Addendum Na 2.,d n 00 42 43 BED PROPOSAL Page 3 of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Uidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit II: Sewer I 3331.4115 8" PVC Sewer Pipe (SDR-26) 33 11 10 LF 3,541 2 3331.4116 8" PVC Sewer Pie (SDR-26), CSS Backfill 33 11 10, 33 31 12,333120 LF 20 3 3331.4117 8" PVC Sewer Pie (SDR-26), CLSM Backfill 33 11 10, 33 31 12,333120 LF 25 4 3331.4119 8" DIP Sewer Pipe (w/ Protecto 401) 33 11 10 LF 998 5 3331.4120 8" DIP Sewer Pipe (w/ Protecto 401), CLSM Backfill 33 11 10 LF 479 6 3341.0205 24" RCP, Class 1II 3341 10 LF 8 7 0241.2001 Sanitary Line Grouting 0241 14 CY 16. 8 0241.2102 6" Sewer Abandonment Plug 0241 14 EA 4 9 0241.2103 8" Sewer Abandonment Plug 0241 14 EA 4 10 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 13 11 3339.0001 Epoxy Manhole Liner 33 39 60 VF 28 12 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 17 13 3339.1002 4'Drop Manhole 33 39 10, 33 39 20 EA 1 14 3339.1003 4' Extra Depth Manhole 33 39 10, 33 39 20 VF 15 15 3339.1004 4' Shallow Manhole 33 39 10, 33 39 20 EA 4 16 3331.3311 4" Sewer Service (w/ 4" 2-way Cleanout) 33 31 50 EA 107 17 3301.0001 Pre -CCTV Inspection 33 01 31 LF 5,071 18 3301.0002 Post -CCTV Inspection 33 01 31 LF 5,071 19 3301.0003 Final -CCTV Inspection 33 01 31 LF 5,071 20 3301.0101 Manhole Vacuum Testing 33 01 30 EA 22 21 3303.0001 Bypass Purnping 3303 10 LS I 22 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA I 23 3305.0109 Trench Safety 3305 10 LF 5,071 24 3305.0110 Utility Markets 33 05 26 LS I 25 3305.0112 Concrete Collar for Manhole 3305 17 EA 25 26 3305.0113 Trench Water Stopsp 3305 15 EA 4 27 3110.0101 Site Clearing 31 1000 SY 210 28 3110.0102 6"-12" Tree Removal 31 1000 EA 6 29 3110.0103 12"-I8" Tree Removal 31 1000 EA 4 30 0171.0101 Construction Staking (Sewer) 01 7000 LS 1 31 0171.0102 As -Built Survey (Sewer) 01 7000 LS 1 32 3471.0001 Traffic Control 3471 13 MO 7 33 0241.0300 Remove ADA Ramp 0241 13 EA 4 34 0241.0401 Remove Concrete Drive 0241 13 SF 23 35 0241.1300 Remove Cone Curb&Gutter 0241 15 LF 930 36 0241.1400 Remove Cone Valley Gutter 0241 15 SY 74 37 0241.0100 Remove Sidewalk 0241 13 SF 36. 38 0241.1700 11 " Pavement Pulverization 024115 SY 6,394 39 3201.0400 Temporary Asphalt Paving Repair air 3201 04 LF 5,384 40 3201.0614 Cone Pvmt Repair, Residential 32 01 29 SY 23 41 3211.0601 CEMLIMETM 3211 33 TN 102 42 3211.0112 6" Flexible Base, Type A, GR-1 (Haltom Rd) 32 11 23 SY 432 43 3212.0302 3" Asphalt Pvmt Type D (DG-D) 32 12 16 SY 6,394 44 3213.0301 4" Cone Sidewalk 32 1320 SF 36 45 3213.0401 6" Concrete Driveway 32 1320 SF 644 46 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 4 47 3216.0101 6" Cone Curb and Gutter 32 1613 LF 930 48 3216.0301 7" Cone Valley Gutter, Residential 32 1613 SY 74 49 3217.0102 6" SLD Pvmt Markin HAS (Y) 32 1723 LF 240 50 3217.0501 24" SLD Pvmt Markin HAE (W) 32 1723 LF 13 51 3291.0100 Topsoil 3291 19 CY 48 52 3292.0101 Utility Service Surface Restoration Sodding 3292 13 SY 56. 53 3292.0400 Seeding, H dromulch 3292 13 SY 330 54 9999.0002 Historic Tile Address 00 00 00 EA 1 55 9999.0007 Sewer Construction Allowance 00 00 00 LS 1 $80,000.00 $80,000.00 Subtotal, Unit II: Sewer $80,000.00 CITY OF FORT WORTH Water end Sanitary Sewer Rcplecemen Contract 2019. W SM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Addendum N o . 2 Cary Project No. 103415 Revised 9/19/2025 00 41 00 Bid Pro0ase1 Warkbook Addendum Na 2.x1sn 00 42 43 BED PROPOSAL Page 4 of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Pmjm Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quamity Unit Price Bid Value Unit III: Goddard Street (Beach St to Woodrose Dr) TPW Bond 1 0241.0100 Remove Sidewalk 02 41 13 SF 47 2 0241.0401 Remove Concrete Drive 0241 13 SF 202 3 0241.1300 Remove Cone Curb&Gutter 0241 15 LF 620 4 0241.1400 Remove Cone Valley Gutter 0241 15 SY 53 5 0241.0702 Relocate Mailbox - Traditional 02 41 13 EA I 6 0241.1700 11" Pavement Pulverization 0241 15 SY 2,541 7 3110.0101 Site Clearing 31 1000 SY 50 8 3123.0101 Unclassified Excavation by Plan 3123 16 CY 1,614 9 3201.0400 Temporary Asphalt Paving Repair 32 01 04 LF 1,261 10 3211.0601 CEMLIME- 32 1133 TN 41 11 3212.0302 3" Asphalt Pvmt Type D (DG-D) 32 1216 SY 2,541 12 3213.0301 4" Cone Sidewalk 32 1320 SF 1,580 13 3213.0311 4" Cone Sidewalk, Adjacent to Curb 32 1320 SF 1,962 14 3213.0322 Cone Curb at Back of Sidewalk 32 1320 LF 44 15 3213.0401 6" Concrete Driveway 32 1320 SF 2,926 16 3213.0505 Barrier Free Ramp, Type M-3 32 1320 EA 2 17 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 2 18 3216.0101 6" Cone Curb and Gutter 32 1613 LF 1,278 19 3217.5001 Curb Address Painting 32 1725 EA 20 20 3291.0100 Topsoil 3291 19 CY 453 21 3292.0100 Block Sod Placement 3292 13 SY 1,360 22 3305.0107 Manhole Adjustment, Minor w/ Concrete Collar 3305 14 EA 2 23 3305.0111 Valve Box Adjustment w/ Concrete Collar 3305 14 EA 1 24 3349.5005 Remove and Replace Inlet Top, 5' 33 49 20 EA 2 25 3349.5006 Remove and Replace Inlet Top, 10' 33 49 20 EA 1 26 3471.0001 Traffic Control 3471 13 MO 2 27 0171.0101 Construction Staking (Goddard) 01 7123 LS 1 28 9999.0003 Modified Barrier Free Ramp 00 00 00 EA 2 29 9999.0009 Paving Construction Allowance 00 00 00 LS 1 $80,000.00 $80,000.00 30 9999.0005 Miscellaneous Irrigation Adjustment 00 00 00 LS 1 $10,000.00 $10,000.00 Subtotal, Unit III: Goddard Street (Beach St to Woodrose Dr) TPW Bond $90,000.00 Bid Summary Unit I: Water $125,000.00 Unit II: Sewer $80,000.00 Unit III: Goddard Street (Beach Stto Woodrose Dr) TPW Bond $90,000.00 Total Bid $295,000.00 END OF SECTION CITY OF FORT WORTH Water end Sanitary Sewer Rcplecemeo Contract 2019. W SM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Addendum N o . 2 Cary Project No. 103415 Revised 9/19/2025 00 41 00 Bid Propasol Workbook Addendum No 2.,d n Acadia Services, LLC Advanced Paving AIMS COMPANIES Alliance GeoServices, LLC AR Daniel Construction Services, Inc. Armorock BCAC Underground BenMark Supply BGE, Inc. Brother Group for general contracting & Services LLC BuildCentral Inc Brad Catlett estimating@acadiatx.com Eric Anderson eanderson@advanedpavingco.com 214-325-4306 Charles Picou cpicou@aimscompanies.com 817-648-8552 JESUS LAJARA info@alliancegeoservices.com 2149986560 Kellie Guthrie ]j kguthrie@danielcs.com 469-620-0615 Anthony Deleon adeleon@armorock.com 7253141182 Mile Kotzot M mkotzot@bcacunderground.com 6823816322 James Davis jamesdavis@benmark.com 7374449296 Carl Krogness NTXproposals@bgeinc.com 8178876130 Alin Raham Karen Ericksen C. C. Zamora Construction Inc. Lupe Zamora CCI Trenchless Shawn Moran Civil Tree Solutions H McMullen CAS GROUP LLC Ann Herold Constructconnect Michael Stubbs Alin.Raham@bec-usa.com Karen@ buildcentral.com lupe@zamoraconstruction.com smoran@coleman-us.com estimating@civiltreesolutions.com Region2@cjisgroup.com content@constructconnect.com Construction Bid Source, LLC Elizabeth Strycker liz@constructionbidsource.com Core and Main Paul Norman paul.norman@coreandmain.com David-Tehoungue Ltd Co DDM Construction Corp. Deltek Digg Commercial LLC Dodge Data and Analytics FERGUSON WATERWORKS Abalo Tehoungue Zack Markwardt Source Management Paul Roe April Hamilton atehoungue@dtltdco.com estimators@ddmcc.net sourcemanagement@deltel<.com paul@diggcommercial.com april.hamilton@construction.com 3464642662 3126411043 8178751162 3073898550 6826003831 8509269800 8003642059 7 214-631-9410 2543945752 9407261121 8004562009 512-329-6722 RHONDA RHODES DallasWWNTXionwave@ferguson.com 817-267-3900 Fort Worth Civil Constructors Nick Underhill GovBright Thomas Swift Gratex Utilities Inc Rex Heflin Hw Global Resources, LLC Isle4 LLC J&L Contruction LLC Jackson Construction, Ltd Nicl<U@fwcivcon.com thomas.swift@govbright.com estimating@gra-tex.com Jacque Turentine jacque@hwglobalresources.com Sterling dickerson isle4llc@gmail.com Luis Asencio estimates@constructionjandl.com Danny McCutchen dannym@jacksontx.net 999999999 8177810234 (682) 419-2374 8179405729 2144917444 JHIMA CONSTRUCTION JOSE LUIS HILARIO COMPANY LLC MORALES jhimallc@gmail.com 2548427650 JHIMA CONSTRUCTION COMPANY LLC jitubb Johnson County Winwater KLP Commercial, LLC Lozano Paving MACH Energy Services MATCOR, Inc McCarthy Building Companies, Inc. Morgan Contracting, Inc. NORTH TX CONST REPT & PLANROOM Oldcastle Peachtree Construction JOSE LUIS HILARIO MORALES jhimallc@gmail.com 2548427650 jitu basena basenajitu2@gmail.com 7784253652 Dustin Barber dlbarber@winsupply.com 8179940415 Karen Allums allums@I<lpsupply.com DeAndrea Lozano Dlozano@lozanopaving.com Matthew Cook mcool<@machenergyllc.com Ryan Bailey rbaileyl@matcor.com Janelle Neill jeneill@mccarthy.com Estimating Team estimating@morganl.com LINDA McBride NTX Bids Marshall Luig Pitts Fennell & Associates, LLC Jason Harris PWXPress Mary Miller R & D Burns Brothers, Inc Donald Burns Ragle Inc. Ammar Elhamad re cr cr Redpoint Contracting Scott Mitchell Reynolds Asphalt & Construction Ned Tankersley SED Construction Texas Inc Lana Cavassa SER Construction Partners, LLC. Raul Ramirez Smartprocure Inc Ron Bjornsson Stabile & Winn, Inc. Jerry Henderson STAline Waterworks James Sanders SYB CONSTRUCTION CO., INC BRIAN WOOD Texas Materials Group Ron Stinson Texas Water Products, Inc. Leandro Ramirez Vanessa TexOp Construction, LP Dietzmann Thompson Pipe Group Brandon White Venus Construction Mike Plunk Virtual Builder Exchange Jeannette Olguin Walker Partners, LLC Curtis Beitel Muhammad WebHawkx, LLC Shahzad linda@amtekusa.com ntxbids@oldcastle.com mluig@peachtreecon.com iharris@pittsbirdsong.com bids@pwxpress.com rdburnsbros@sbcglobal.net aelhamad@ragleinc.com arizonacontracts@sharklasers.com estimating@redpointcontracting.com ntankersley@reynoldsasphalt.com lanacavassa@gmail.com 2147275138 4055965870 2153482974 4804862113 865-249-8640 9404987855 817-741-4658 4696610310 18174470292 8175080051 4044227947 raul@serconstruction.net 7134737900 rbjornsson@smartprocure.us 980254985 jerry.henderson@stabilewinn.com 8178472086 james.sanders@staline.com 980-305-7171 ESTIMATING@SYBCONSTRUCTION.COP 972-399-1066 ronald.stinson@Texasmaterials.com 12147413531 sales@texaswaterproducts.com 8174579988 vdietzmann@texop.com brandon.white@thompsonpipegroup.c 6824129757 mplunl<@venusconstruction.com jeannette@virtualbx.com 2105646900 cbeitel@wall<erpartners.com 18177332554 mshahzad@webhawl<x.com 7735930601 Western Municipal Construction of Texas LLC Westhill Construction Inc Westhill Construction Inc William J. Shultz dba Circle C Construction Company Woody Contractors, Inc. Erich von Aspe tx-bids@wmc-i.com Angela Reynolds angelareynolds@charter.net Angela Reynolds angelareynolds@charter.net Keegan Jonkers k.jonl<ers@circlecconstruction.com Zach Irwin zirwin24@gmail.com bao cheng cbc19921215@gmail.com 9406480020 817-558-2504 817-558-2504 817-980-7200 817-483-4787 0011 13 INVITATION TO BIDDERS Pagel of3 SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of Water and Sanitary Sewer Replacement Contract 2019, WSM-I Part 1, CPN 103415-1 ("project") will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project until 2:00 P.M. CST, Thursday, February 19th92026. Bids will then be opened publicly and read aloud beginning at 2:00 PM at the New City Hall (NCH); Room MZ10_12, 100 Fort Worth Trail, Fort Worth, TX 76102 Bidders shall also email the Small Business Utilization Form, and Small Business Certificate(s), (if applicable) to the city PM. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non -responsive. No late bids/proposals shall be accepted. Bids delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103415 Revised 2/08/24 0011 13 INVITATION TO BIDDERS Page 2 of 3 SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: • 2,051 LF 12-Inch Water Pipe by Open Cut • 5,614 LF 8-Inch Water Line by Open Cut • 92 LF of 8-Inch Ductile Iron Water Carrier Pipe in 20-Inch Steel Casing by Other Than Open Cut • 5,063 8-Inch Sanitary Sewer Line by Open Cut • 18,774 SY of I I" Pavement Pulverization and 3" Asphalt Pavement Type D • 7,412 SY of Milling and 2" Asphalt Pavement Type D • 4,186 SF Concrete Driveway PREQUALIFICATION Certain improvements included in this project must be performed by a contractor or designated subcontractor 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 3 of 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal hops://fortworthtexas.bonfirehub.cQm/portal/?tab=openOpportunities, under the respective Project. PREBID CONFERENCE — Web Conference A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: January 27`h, 2026 TIME: 10: 30 AM Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103415 Revised 2/08/24 0011 13 INVITATION TO BIDDERS Page 3 of 3 If a prebid conference is held, the presentation and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not being held, prospective bidders should direct all questions about the meaning and intent of the Bidding Documents electronically through the Vendors discussions section under the respective Project via the Procurement Portal. If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. ADVERTISEMENT DATES January 14, 2026 January 21, 2026 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103415 Revised 2/08/24 0021 13 INSTRUCTIONS TO BIDDERS SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms Page 1 of 9 1.1. Capitalized terms used in these INSTRUCTIONS TO BIDDERS 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 contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) 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 electronic Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. Bidders or their designated subcontractors are required to be prequalified for the work types requiring prequalification as per Sections 00 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms seeking pre -qualification, must submit the documentation identified in Section 00 45 11 on Section 00 45 13 PREQUALIFICATION APPLICATION at least seven (7) calendar days prior to Bid opening for review and, if qualified, acceptance. The subcontractors listed by a Bidder on 00 45 12 must be prequalified for the appropriate work types. Subcontractors must follow the same timelines as Bidders for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to be rejected. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103415 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 9 Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: https://www.fortworthtexas. og v/departments/tpw/development/cf\v-departments-tpw- contractors under Division 00 - General Conditions and as follows: 3.1.1. Paving — Requirements document located at: https:H=-us3.e- builder.net/public/publicLanding.aspx?QS=4d008O4b 133b408a85a69323548dda25 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at: hgps://app-us3.e- builder.net/public/publicLanding.aspx?QS=e43c4239775f4b2583552cO29c6a 1 ed2 3.1.3. Water and Sanitary Sewer — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding.aspx?QS=4fc66ff8c36c4cO29d542d4e55 l l4e8d 3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified 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. 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low bidder for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule to assist the City in evaluating and assessing the ability of the apparent low bidder to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder: 4.1.1. Shall examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103415 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 3 of 9 4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Shall consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.5. Is advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.6. Should perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.7. Shall determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal or bid is prima -facie evidence that the Bidder has made the investigations, examinations and tests herein required. 4.1.8. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103415 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 9 4.1.9.Indicate their intent to bid by selecting "yes" in the Procurement Portal under the Intent to Bid section. You must indicate your intent to bid to be able to submit a bid to the City. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.2.4. Standard insurance requirements, coverages and limits. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103415 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 9 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or 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. 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right- of-way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City electrically through the Vendor Discussions section under the respective Project via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities on or before 2 p.m., the THURSDAY prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications shall be posted under the respective Project via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portaF?tab=openOpTortunities 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103415 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 9 7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. 7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and return the Contract Documents within 14 days after the Notice of Award conveying same, City may consider Bidder to be in default, rescind the Notice of Award and act on the Bid Bond. Such action shall be City's exclusive remedy in the event Bidder is deemed to have defaulted. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 0125 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Small Business Ordinance No. 27832-08-25, the City has established a goal for the participation of small businesses for City contracts $100,000 or greater. See Section 00 45 41 for the Project Goal and additional requirements. Failure to comply may render the Bidder non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103415 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 9 12.2. All blanks on the Bid Form must be completed and the Bid Form signed electronically or signed in ink and scan. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices for which the Bidder proposes to do the work contemplated or furnish materials required. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted electronically in the Procurement Portal on the prescribed Bid Form, provided with the Bidding Documents, prior to the time indicated in the Advertisement or INVITATION TO BIDDERS. 14. Withdrawal of Bids 14.1. Bids submitted electronically may be withdrawn prior to the time set for bid opening via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103415 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 8 of 9 15. Opening of Bids Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for a minimum of 90 days or the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder. City reserves the right to waive informalities not involving price, contract time or changes in the Work and award a contract to such 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. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested parry to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. In addition to Bidder's relevant prequalification requirements, City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103415 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 9 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 submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at https://www.ethics.state.tx.us/data/forms/1295/1295.pdf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Project Manual. Within 14 days thereafter, Contractor shall sign and deliver the required number of counterparts of the Project Manual to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103415 Revised/Updated September 1, 2025 0035 13 CONFLICT OF INTEREST STATEMENT Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exercise discretion in the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. You are urged to consult with counsel regarding the applicability of these forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded from the links provided below. Form CIQ (Conflict of Interest Questionnaire) (state.tx.us) hftps://www.ethics.state.tx.us/data/forms/conflict/CIS.pdf ❑ CIQ Form does not apply El CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form does not apply ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: Venus Construction 1426 S. Main Street Mansfield, Texas 76063 END OF SECTION By: Josh McAda Signature: Title: President CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 00 41 00 Bid Proposal Workbook Addendum No. 2 Locked 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager C/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: Water and Sanitary Sewer Replacement Contract 2019, WSM-1 Part 1 City Project No.: 103415-1 Units/Sections: Unit I: Water Unit II: Sewer Unit III: Goddard Street (Beach St to Woodrose Dr) TPW Bond 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 Water and Sanitary Sewer Replacemen Contract 2019, WSM-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised 9/19/2025 00 41 00 Bid Proposal Workbook Addendum No. 2 Locked 0041 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. Auger Boring - 24-Inch Diameter Casing and Less b. Water Distribution, Urban Renewal - 12-Inch Diameter and Smaller c. Sewer Collection System, Urban/Renewal, 8-inches and Smaller d. Sanitary Manhole/Structure Interior Linig - Warren or Chesterton Coating e. CCTV, 8-inches and smaller f. Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) g. Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) h. NA 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 500 cal. days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones) within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. Small Business Forms (required at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 'If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH Water and Sanitary Sewer Replacemen Contract 2019, WSM-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised 9/19/2025 00 41 00 Bid Proposal Workbook Addendum No. 2 Locked 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 7. Bid Submittal This Bid is submitted on Respectfully submitted, Y: (Signature) February 26,02026 Josh McAda (Printed Name) Title: v � i p 6 , 71 Company: Venus Construction Address: 1426 S. Main Street Mansfield, Texas 76063 State of Incorporation: Texas Email: JMcAda@venusconstruction.com Phone: 817-477-2050 END OF SECTION by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: Addendum No. 2: f` 7 Addendum No. 3: Addendum No. 4: Corporate Seal: 0041 00 BID FORM Page 3 of 3 CITY OF FORT WORTH Water and Sanitary Sewer Replacemen Contract 2019, WSM-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised 9/19/2025 00 41 00 Bid Proposal Workbook Addendum No. 2 Locked 00 42 43 BID PROPOSAL Page I of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidfist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit k Water l 3311.0444 12" Water Pie (DR-14) (Restrained Joints) 33 11 10, 33 11 12 LF 739 $134.00 $99,026.00 2 3311.0448 12" Water Pipe, DR-14) CLSM Backfill (Restrained Joints) 33 11 10, 33 11 12 LF 945 $340.00 $321,300.00 3 3311.0458 12" DIP Water, CLSM Backfill Restrained Joints) 33 11 10 LF 280 $370.00 $103,600.00 4 3311.0261 8" PVC Water Pipe DR-14) 33 11 12 LF 5,528 $83.00 $458,824.00 5 3311.0254 8" DIP Water, CLSM Backfill 33 11 10 LF 90 $212.00 $19,080.00 6 3305.2002 8" DIP Water Carrier Pie 33 05 24 LF 92 $179.00 $16,468.00 7 3311.0161 6" PVC Water Pipe DR-14) 33 11 12 LF 47 $85.00 $3,995.00 8 3305.1103 20" Casing By Other Than Open Cut 33 05 22 LF 92 $562.00 $51,704.00 9 3312.3005 12" Gate Valve 33 1220 EA 5 $5,300.00 $26,500.00 10 3312.3003 8" Gate Valve 33 1220 EA 21 $3,200.00 $67,200.00 11 3312.3002 6" Gate Valve 33 1220 EA 6 $2,300.00 $13,800.00 12 3305.0117 Concrete Collar for Valve 3305 10 EA 32 $1,200.00 $38,400.00 13 3305.0003 8" Waterline Lowering 3305 12 EA 1 $21,000.00 $21,000.00 14 0241.1118 4"-12" Pressure Plug 0241 14 EA 1 $600.00 $600.00 15 0241.1302 Remove and Salvage 6" Water Valve 0241 14 EA 19 $150.00 $2,850.00 16 0241.1303 Remove and Salvage 8" Water Valve 0241 14 EA 2 $150.00 $300.00 17 0241.1304 Remove and Salvage 10" Water Valve 0241 14 EA 3 $150.00 $450.00 18 0241.1001 Water Line Grouting 0241 14 CY 10 $476.00 $4,760.00 19 0241.1218 4"- 12" Water Abandonment Plug024114 EA 16 $300.00 $4,800.00 20 0241.1510 Salvage Fire Hydrant 0241 14 EA 7 $500.00 $3,500.00 21 3312.0001 Fire Hydrant 33 1240 EA 6 $6,100.00 $36,600.00 22 3312.0117 Connection to Existing 4"-12" Water Main 33 1225 EA 27 $7,400.00 $199,800.00 23 3304.0101 Temporary Water Services 330430 LS 1 $176,000.00 $176,000.00 24 3305.0103 Exploratory Excavation ofExisting Utilities 33 05 30 EA 1 $3,400.00 $3,400.00 25 3312.0002 Water Sampling Station 33 1250 EA 1 $8,700.00 $8,700.00 26 3312.2001 1" Water Service, Meter Reconnection 33 1210 EA 165 $360.00 $59,400.00 27 3312.2003 1"Water Service 331210 EA 165 $2,900.00 $478,500.00 28 3312.2004 1" Private Water Service 33 1210 LF 25 $182.00 $4,550.00 29 3312.2201 2" Water Service, Meter Reconnection 33 1210 EA 3 $490.00 $1,470.00 30 3312.2203 2" Water Service 331210 EA 3 $6,800.00 $20,400.00 31 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 8 $7,500.00 $60,000.00 32 3305.0110 Utility Markers 33 05 26 LS 1 $5,000.00 $5,000.00 33 3305.0111 Valve Box Adjustment w/ Concrete Collar 3305 14 EA 1 $1,200.00 $1,200.06 34 3305.0109 Trench Safety 3305 10 LF 7.629 $1.00 $7,629.00 35 3125.0101 SWPPP > 1 acre 31 25 00 LS 1 $32,000.00 $32,000.00 36 0171.0101 Construction Staking (Water) 01 70 00 LS 1 $14,000.00 $14,000.00 37 0171.0102 As -Built Survey (Water) 017000 LS 1 $6,100.00 $6,100.00 38 3471.0001 Traffic Control 347113 MO 7 $7,700.00 $53,900.00 39 0241.0300 Remove ADA Ramp024113 EA 19 $585.00 $11,115.00 40 0241.0401 Remove Concrete Drive 0241 13 SF 93 $6.00 $558.00 41 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 1.276 $9.00 $11,484.00 42 0241.1400 Remove Conc Val1ey Gutter 0241 15 SY 74 $33.00 $2,442.00 43 0241.1506 2" Surface Milling 0241 15 SY 7.357 $3.60 $26,485.20 44 024 1. 1700 11 " Pavement Pulverization 024115 SY 9,777 $12.00 $117,324.00 45 9999.0008 Permanent Composite Pvmt Repair Asphalt/Concrete Beyond Defined Width, Residential 32 01 17, 32 0129 SY 200 $327.00 $65,400.00 46 3201.0400 Temporary or Asphalt Paving P e air 32 01 04 LF 7.504 $32.00 $240,128.00 47 9999.0001 6' Wide Composite Pavement Trench Repair Asphalt / Concrete 32 01 17, 32 0129 LF 1,803 $199.00 $358,797.00 48 9999.0010 T Wide Composite Pavement Trench Repair Asphalt / Concrete 32 01 17, 32 0129 LF 730 $114.00 $83,220.00 49 3201.0614 Conc Pvmt Repair, Residential 32 01 29 SY 93 $181.00 $16,833.00 50 3211.0601 CEMLIMEn" 321133 TN 156 $476.00 $74,256.00 CITY OF FORT WORTB STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/192025 Water end Sanitary Sewer Rc Iocou-C0000d 2019, W SM-I CityPr jxt No. I03415 1-00 41 00 Bid Proposal Workbook Addendum No. 2 Lacked (2).x1sn 00 42 43 BID PROPOSAL Paget of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Pmjoet Item Information Bidder's Proposal UidliA Item No Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 51 3212.0301 2" Asphalt Pvmt Type D (DG-D) 32 1216 SY 7,357 $19.00 $139,783.00 52 3212.0302 3" Asphalt Pvmt Type D (DG-D) 32 1216 SY 9,777 $30.00 $293,310.00 53 3213.0401 6" Concrete Driveway 32 1320 SF 344 $15.00 $5,160.00 54 3213.0501 Barrier Free Ramp, Type R-1 32 1320 EA 6 $3,900.00 $23,400.00 55 3213.0504 Barrier Free Ramp, Type M-2 32 1320 EA 2 $3,900.00 $7,800.00 56 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 11 $3,500.00 $38,500.00 57 3216.0101 6" Cone Curb and Gutter 32 1613 LF 1,276 $63.00 $80,388.00 58 3216.0301 7" Cone Valley Gutter, Residential 32 1613 SY 74 $168.00 $12,432.00 59 3217.0101 6" SLID Pvmt Markin HAS (W) 32 1723 LF 2,490 $3.00 $7,470.00 60 3217.0102 6" SLID Pvmt Markin HAS (Y) 32 1723 LF 2,618 $3.00 $7,854.00 61 3217.0107 6" BRK Pvmt Markin HAS Y 32 1723 LF 680 $3.00 $2,040.00 62 3217.0501 24" SLD Pvmt Markin I-AE (W) 32 1723 LF 12 $17.00 $204.00 63 3217.2103 REFL Raised Marker TY II -A -A 32 1723 EA 58 $11.00 $638.00 64 3217.5001 Curb Address Painting 32 1725 EA 2 $116.00 $232.00 65 3291.0100 Topsoil 329119 CY 17 $144.00 $2,448.00 66 3292.0101 Utility Service Surface Restoration Sodding 3292 13 SY 56 $46.00 $2,576.00 67 3292.0400 Seeding, , H dromulch 3292 13 SY 418 $5.00 $2,090.00 68 3349.5005 Remove and Replace Inlet Top, 5' 33 49 20 EA 2 $8,250.00 $16,500.00 69 9999.0002 Historic Tile Address 00 00 00 EA 5 $3,850.00 $19,250.00 70 9999.0003 Modified Barrier Free Ramp 00 00 00 EA 3 $3,900.00 $11,700.00 71 9999.0005 Miscellaneous Irri ation Adjustment 00 00 00 LS 1 $25,000.00 $25,000.00 72 9999.0006 Water Construction Allowance 00 00 00 LS 1 $100,000.001 $100,000.00 Subtotal, unit l: water $4,233,623.20 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/192025 Water end Sanio, Sewer Rc Iocoo-C0000d 2019, W SM-I CityPr jmt No. 103415 1-00 41 00 Bid Proposal Workbook Addeodnm No. 2 Lacked (2)..1,. 00 42 43 BED PROPOSAL Page 3 of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Uidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit II: Sewer 1 3331.4115 8" PVC Sewer Pipe (SDR-26) 33 11 10 LF 3,541 $89.00 $315,149.00 2 3331.4116 8" PVC Sewer Pie (SDR-26), CSS Backfill 33 11 10, 33 31 12,333120 LF 20 $273.00 $5,460.00 3 3331.4117 8" PVC Sewer Pie (SDR-26), CLSM Backfill 33 11 10, 33 31 12,333120 LF 25 $308.00 $7,700.00 4 3331.4119 8" DIP Sewer Pipe (w/ Protecto 401) 33 11 10 LF 998 $158.00 $157,684.00 5 3331.4120 8" DIP Sewer Pipe (w/ Protecto 401), CLSM Backfill 33 11 10 LF 479 $315.00 $150,885.00 6 3341.0205 24" RCP, Class 1II 3341 10 LF 8 $159.00 $1,272.00 7 0241.2001 Sanitary Line Grouting 0241 14 CY 16. $476.00 $7,616.00 8 0241.2102 6" Sewer Abandonment Plug 0241 14 EA 4 $380.00 $1,520.00 9 0241.2103 8" Sewer Abandonment Plug 0241 14 EA 4 $380.00 $1,520.00 10 0241.2201 Remove 4'Sewer Manhole 024114 EA 13 $1,500.00 $19,500.00 11 3339.0001 Epoxy Manhole Liner 33 39 60 VF 28 $344.00 $9,632.00 12 3339.1001 4'Manhole 33 39 10, 33 3920 EA 17 $10,700.00 $181,900.00 13 3339.10024'Dro.Manhole 33 39 10, 33 39 20 EA 1 $11,100.00 $11,100.00 14 3339.1003 4' Extra Depth Manhole 33 39 10, 33 39 20 VF 15 $293.00 $4,395.00 15 3339.1004 4' Shallow Manhole 33 39 10, 33 39 20 EA 4 $9,900.00 $39,600.00 16 3331.3311 4" Sewer Service (w/ 4" 2-way Cleanout) 33 31 50 EA 107 $2,700.00 $288,900.00 17 3301.0001 Pre -CCTV Inspection 33 01 31 LF 5,071 $3.00 $15,213.00 18 3301.0002 Post -CCTV Inspection 33 01 31 LF 5,071 $2.00 $10,142.00 19 3301.0003 Final -CCTV Inspection 33 01 31 LF 5,071 $2.00 $10,142.00 20 3301.0101 Manhole Vacuum Testing 33 01 30 EA 22 $215.00 $4,730.00 21 3303.0001 Bypass Purnping 3303 10 LS 1 $62,000.00 $62,000.00 22 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 1 $3,400.00 $3,400.00 23 3305.0109 Trench Safety 3305 10 LF 5,071 $1.00 $5,071.00 24 3305.0110 Utility Markets 33 05 26 LS 1 $5,000.00 $5,000.00 25 3305.0112 Concrete Collar for Manhole 330517 EA 25 $1,800.00 $45,000.00 26 3305.0113 Trench Water Stopsp 3305 15 EA 4 $2,200.00 $8,800.00 27 3110.0101 Site Clearing 31 1000 SY 210 $7.00 $1,470.00 28 3110.0102 6"-12" Tree Removal 31 1000 EA 6 $1,045.00 $6,270.00 29 3110.0103 12"-I8" Tree Removal 31 1000 EA 4 $1,570.00 $6,280.00 30 0171.0101 Construction Staking (Sewer) 01 7000 LS 1 $9,200.00 $9,200.00 31 0171.0102 As -Built Survey (Sewer) 01 7000 LS 1 $2,500.00 $2,500.00 32 3471.0001 Traffic Control 3471 13 MO 7 $7,700.00 $53,900.00 33 0241.0300 Remove ADA Ramp 0241 13 EA 4 $585.00 $2,340.00 34 0241.0401 Remove Concrete Drive 0241 13 SF 23 $6.00 $138.00 35 0241.1300 Remove Cone Curb&Gutter 0241 15 LF 930 $9.00 $8,370.00 36 0241.1400 Remove Cone Valley Gutter 0241 15 SY 74 $33.00 $2,442.00 37 0241.0100 Remove Sidewalk 0241 13 SF 36. $6.00 $216.00 38 0241.1700 11 " Pavement Pulverization 024115 SY 6,394 $12.00 $76,728.00 39 3201.0400 Temporary Asphalt Paving Repair air 3201 04 LF 5,384 $32.00 $172,288.00 40 3201.0614 Cone Pvmt Repair, Residential 32 01 29 SY 23 $182.00 $4,186.00 41 3211.0601 CEMLIME- 3211 33 TN 102 $467.00 $47,634.00 42 3211.0112 6" Flexible Base, Type A, GR-1 (Haltom Rd) 32 11 23 SY 432 $21.00 $9,072.00 43 3212.0302 3" Asphalt Pvmt Type D (DG-D) 32 12 16 SY 6,394 $30.00 $191,820.00 44 3213.0301 4" Cone Sidewalk 32 1320 SF 36 $11.00 $396.00 45 3213.0401 6" Concrete Driveway 32 1320 SF 644 $15.00 $9,660.00 46 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 4 $435.00 $1,740.00 47 3216.0101 6" Cone Curb and Gutter 32 1613 LF 930 $63.00 $58,590.00 48 3216.0301 7" Cone Valley Gutter, Residential 32 1613 SY 74 $168.00 $12,432.00 49 3217.0102 6" SLID Pvmt Markin HAS (Y) 32 1723 LF 240 $3.00 $720.00 50 3217.0501 24" SLID Pvmt Markin HAE (W) 32 1723 LF 13 $17.00 $221.00 51 3291.0100 Topsoil 329119 CY 48 $59.00 $2,832.00 52 3292.0101 Utility Service Surface Restoration Sodding 3292 13 SY 56. $46.00 $2,576.00 53 3292.0400 Seeding, H dromulch 3292 13 SY 330 $7.00 $2,310.00 54 9999.0002 Historic Tile Address 00 00 00 EA 1 $3,850.00 $3,850.00 55 9999.0007 Sewer Construction Allowance 00 00 00 LS 1 $80,000.00 $80,000.00 Subtotal, Unit II: Sewer $2,143,512.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/192025 Water end Saito, Sewer Rc Iocoo a C0000d 2019, W SM-I CityPr jmt No. 103415 1-00 41 00 Bid Proposal Workbook Addendum No. 2 Lacked (2)..1,. 00 42 43 BED PROPOSAL Page 4 of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quamity Unit Price Bid Value Unit III: Goddard Street (Beach St to Woodrose Dr) TPW Bond 1 0241.0100 Remove Sidewalk 02 4l 13 SF 47 $6.00 $282.00 2 0241.0401 Remove Concrete Drive 0241 13 SF 202 $6.00 $1,212.00 3 0241.1300 Remove Cone Curb&Gutter 0241 15 LF 620 $9.00 $5,580.00 4 0241.1400 Remove Cone Valley Gutter 0241 15 SY 53 $33.00 $1,749.00 5 0241.0702 Relocate Mailbox - Traditional 02 41 13 EA I $825.00 $825.00 6 0241.1700 11 " Pavement Pulverization 024115 SY 2,541 $12.00 $30,492.00 7 3110.0101 Site Clearing 31 1000 SY 50 $30.00 $1,500.00 8 3123.0101 Unclassified Excavation by Plan 3123 16 CY 1,614 $50.00 $80,700.00 9 3201.0400 Temporary AsphaltPavingRepair 320104 LF 1,261 $32.00 $40,352.00 10 3211.0601 CEMLIME- 321133 TN 41 $468.00 $19,188.00 11 3212.0302 3" Asphalt Pvmt Type D (DG-D) 32 1216 SY 2,541 $30.00 $76,230.00 12 3213.0301 4" Cone Sidewalk 32 1320 SF 1,580 $10.00 $15,800.00 13 3213.0311 4" Cone Sidewalk, Adjacent to Curb 32 1320 SF 1,962 $13.00 $25,506.00 14 3213.0322 Cone Curb at Back of Sidewalk 32 1320 LF 44 $39.00 $1,716.00 15 3213.0401 6" Concrete Driveway 32 1320 SF 2,926 $15.00 $43,890.00 16 3213.0505 Barrier Free Ramp, Type M-3 32 1320 EA 2 $3,900.00 $7,800.00 17 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 2 $3,550.00 $7,100.00 18 3216.0101 6" Cone Curb and Gutter 32 1613 LF 1,278 $63.00 $80,514.00 19 3217.5001 Curb Address Painting 32 1725 EA 20 $116.00 $2,320.00 20 3291.0100 Topsoil 3291 19 CY 453 $68.00 $30,804.00 21 3292.0100 Block Sod Placement 3292 13 SY 1,360 $10.00 $13,600.00 22 3305.0107 Manhole Adjustment, Minor w/ Concrete Collar 3305 14 EA 2 $1,700.00 $3,400.00 23 3305.0111 Valve Box Adjustment w/ Concrete Collar 3305 14 EA 1 $1,200.00 $1,200.00 24 3349.5005 Remove and Replace Inlet Top, 5' 33 49 20 EA 2 $9,100.00 $18,200.00 25 3349.5006 Remove and Replace Inlet Top, 10' 33 49 20 EA 1 $12,700.00 $12,700.00 26 3471.0001 Traffic Control 3471 13 MO 2 $6,000.00 $12,000.00 27 0171.0101 Construction Staking (Goddard) 01 7123 LS 1 $3,100.00 $3,100.00 28 9999.0003 Modified Barrier Free Ram 00 00 00 EA 2 $3,900.00 $7,800.00 29 9999.0009 Paving Construction Allowance 00 00 00 LS I $80,000.00 $80,000.00 30 9999.0005 Miscellaneous Irrigation Adjustment 00 00 00 LS I 110,000.00 $10,000.00 Subtotal, Unit III: Goddard Street (Beach St to Woodrose Dr) TPW Bond $635,560.00 Bid Summary Unit I: Water $4,233,623.20 Unit II: Sewer $2,143,512.00 Unit III: Goddard Street (Beach Stto Woodrose Dr) TPW Bond $635,560.00 Total Bid $7,012,695.20 END OF SECTION CITY OF FORT WORTH Water end Saito, Sewer Rc Iocoo-C0000d 2019, W SM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CityPr jmt No. 103415 Revised 9/192025 1-00 41 00 Bid Praposai Workbook Addendum No. 2 Lacked (2).x1sn KNOW ALL MEN BY THESE PRESENTS: That We, Venus Construction Company As Principal, and the Hartford Fire Insurance Co, a corporation organized and existing under the laws of the state of New York, and authorized to do business in the State of Texas as Surety are held and firmly bound unto the City of Fort Worth as Obligee, In the amount of Five Percent of Greatest Amount Bid (5% of GAB) DOLLARS, Lawful money of the United States of America, to the payment of which sum of money well and truly to be made, the said Principal and Surety bind themselves, their and each of their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. THE CONDITIONS OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the principal for: Water and Sanitary Sewer Replacement Contract 2019, WSM-1 City Project No. 103415-1 According to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with The Hartford Fire Insurance Co as Surety or with other Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay to the Obligee the damages which the Obligee may suffer by reason of such failure not exceeding the penalty of this bond, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. Signed, Sealed, and Dated this 26th day of Februa Venus Construction Company BY Hartford Fire Insurance Co 2026 Principal (Seal) BY4� -�� (Seal) Jor Vf16 - Attor y-In-Fact Direct Inquiries, Bond Authenticity and Claims to: ORD POWER OF ATTORNEY One O Hartford, Connecticut 06155 Bond.ClallnS(a)thehartford.com call. 888-266-3488 or fax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: PITTS FENNELL & ASSOCIATES LLC Agency Code: 46-508944 ® Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut ® Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana ® Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut ❑ Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana 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: Lloyd R. Pitts, Jordan A. Pitts of RICHARDSON, Texas 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 performance 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 May 23, 2016 the Companies have caused these presents to be signed by its Assistant 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. `r O... I .{rl NSG ..�`JVI Yel'NS�9%, r' O: •: Z* G:, t0IkPQhA/F ry ' Iwo 4e •......£Q\ro: ............ !� �.DAPOPAY - , �� ' � ,Q.�. Cam- O.�C/�C/ t ��.u�•+ l „ Phyllis A. Clark, Assistant Secretary Joelle L. LaPierre, Assistant Vice President STATE OF FLORIDA ss. Lake Mary COUNTY OF SEMINOLE On this 1st day of March, 2024, before me personally came Joelle L. LaPierre, to me known, who being by me duly sworn, did depose and say: that (s)he resides in Seminole County, State of Florida that (s)he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that (s)he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that (s)he signed his/her name thereto by like authority. - y',: �r • �we� ` Manluz Arce �I r' My Commission HH 287363 Expires July 13, 2026 I, the undersigned, Assistant 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 February 26lh, 2026 Signed and sealed in Lake Mary, Florida. ,�Oltl ,Qo \RE Is P'MS%`;,\y .& yLLIg4ry, 0104 �Ca : y`Q \+GORPOAAtpO yl' _ j 25GORPOP4 le, -G t '�NcOAPOAA„£0 \0\. •. *. uEhL '*/H'OIRN1 Keith D. Dozois, Assistant Vice President 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 , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of are not required to underbid resident bidders. , our principal place of business, B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. - BIDDER: Venus Construction By: Josh McAda 1426 S. Main Street Mansfield, Texas 76063 (Signature) Title: President Date: 2/26/2026 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacemen Contract 2019, WSM-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised 9/19/2025 00 41 00 Bid Proposal Workbook Addendum No. 2 Locked 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. A Bidder or their designated subcontractors are required to be prequalified or 5 have applied for prequalification by the City for the work types requiring prequalification 6 prior to submitting bids. To be considered for award of contract the Bidder must submit 7 Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with 8 their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed 9 must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with 10 the requirements below. The information must be submitted seven (7) days prior to the 11 date of the opening of bids. Subcontractors must follow the same timelines as contractors 12 for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at 13 the time bids are opened and reviewed may cause the bid to be rejected. 14 15 The prequalification process will establish a bid limit based on a technical evaluation and 16 financial analysis of the contractor. For example, a contractor wishing to submit bids on 17 projects to be opened on the 7th of April must file the information by the 31 st day of March 18 in order to be eligible to work on these projects. In order to facilitate the approval of a 19 Bidder's Prequalification Application, the following must accompany the submission. 20 a. A complete set of audited or reviewed financial statements. 21 (1) Classified Balance Sheet 22 (2) Income Statement 23 (3) Statement of Cash Flows 24 (4) Statement of Retained Earnings 25 (5) Notes to the Financial Statements, if any 26 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 27 of Incorporation, Articles of Organization, Certificate of Formation, LLC 28 Regulations, Certificate of Limited Partnership Agreement). 29 c. A completed Bidder Prequalification Application. 30 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 31 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 32 number visit the Texas Comptroller of Public Accounts online at the 33 following web address www.window.state.tx.us/taxpermit/ and fill out the 34 application to apply for your Texas tax ID. 35 (2) The firm's e-mail address and fax number. 36 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 37 is used by the City for required reporting on Federal Aid projects. The DUNS 38 number may be obtained at www.dnb.com. 39 d. Resumes reflecting the construction experience of the principles of the firm for firms 40 submitting their initial prequalification. These resumes should include the size and 41 scope of the work performed. 42 e. Other information as requested by the City. 43 44 2. Prequalification Requirements 45 a. Financial Statements. Financial statement submission must be provided in 46 accordance with the following: 47 (1) The City requires that the original Financial Statement or a certified copy 48 be submitted for consideration. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised August 13, 2021 0045 11 - 2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting f='s opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility for Award of Contract 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised August 13, 2021 0045 11 - 3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequaliiication letter, the contractor will be eligible to 2 perform the prequalified work types until the expiration date stated in the letter. 3 8 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised August 13, 2021 00 45 12 PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Auger Boring - 24-Inch Diameter Casing and Less Skaggs Road Boring 4/30/2026 Water Distribution, Urban Renewal - 12-Inch Diameter Venus Construction 5/31/2026 and Smaller Sewer Collection System, Urban/Renewal, 8-inches and Venus Construction 5/31/2026 Smaller Sanitary Manhole/Structure Interior Linig - Warren or BCAC 4/30/2026 Chesterton Coating CCTV, 8-inches and smaller American Rehab & Inspections 5/31/2027 Construction/Reconstruction (15,000 square yards and Texas Material Group 4/30/2026 Construction/Reconstruction (LESS THAN 15,000 square Texas Material Group 46142 NA The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Venus Construction 1426 S. Main Street Mansfield, Texas 76063 END OF SECTION By: Josh McAda s� I i1 A (Signature) Title: 0 Date: z/ Z6 CITY OF FORT WORTH Water and Sanitary Sewer Replacemen Contract 2019, WSM-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised 09/19/2025 00 41 00 Bid Proposal Workbook Addendum No. 2 Locked FORT WORTH SECTION 00 45 13 PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box City Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address (required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) Email/mail this questionnaire along with financial statements to the appropriate group below. A separate submittal is required for water/sewer, paving, and lighting: Work Category — Water Department Water/sewer Work Category — TPW Paving Work Category — TPW Ped/Rdwy Lighting iobn.kasavich&FortWorthTexas.gov Alicia. Garcia&fortworthtexas.gov clint.hoover c&fortworthtexas.gov Fort Worth Water Department Engineering and City of Fort Worth Transportation and Public City of Fort Worth TPW Transportation Fiscal Services Division 200 Texas St. Fort Works Dept, 8851 Camp Bowie West Blvd. Management Attn: Clint Hoover, P.E. 5001 Worth, TX 76102 Fort Worth, Texas 76116 Attn: Alicia Garcia James Ave. Fort Worth, TX76115 *Financial Statements must be mailed. Mark the envelope: "Bidder Prequalification Application" 004513-2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. Select major work categories for which you would like to be prequalified (City may deem you are not qualified for selected category or may approve you at a lesser size/length and maximum size may not be listed specifically under a major work category): MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches — 36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CITY OF FORT WORTH ter and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised June 13, 2025 004513-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED CCTV, 42-inches and smaller CCTV, 48-inches and smaller Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning, 24-inches and smaller Sewer Cleaning, 42-inches and smaller Sewer Cleaning, All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards)* Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)* Roadway and Pedestrian Lighting NOTE *There is not a prequalification requirement for installation of concrete sidewalk, curb & gutter, driveways, and panel replacement, only concrete paving CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised June 13, 2025 004513-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT I NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in had: (a) As a General Contractor: construction work has your organization (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED LOCATION CITY -COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so, where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised June 13, 2025 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY I DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORK IN WHAT CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the. same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised June 13, 2025 004513-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers Secretary Treasurer Limited Partners (if applicable) LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH ter and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised June 13, 2025 14. Equipment 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. ITEM QUANTITY ITEM DESCRIPTION BALANCE SHEET VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - TOTAL CITY OF FORT WORTH ter and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised June 13, 2025 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised June 13, 2025 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 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I 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 worker's compensation insurance coverage for all of its employees employed on City Project No. 103415 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: Company (Please Print) tea,a ZeA 9 Signature." )gq,(' Address ( I\ i Y WwS�i r 1 d . 1 1— -le u L-03 Title: �C 1(�C S� p('e by !/ City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared 10S 1- c, , known to me to be the person whose name is subscribed to the foregoing in trument, and acknowledged to me that he/she executed the same as the act and deed ofy� C�,{ fl,�,�,�{�w w for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this O*7g '"' day of car;1 , 20a(�o -/ ) ov�-t� Gc,--40�, Notary Public in and for the State of Texas P, REND% c01. -0 END OF SECTION _ Z co of ;'Fs CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 61 c E 0 O U \ ` O H 16. 3 m 'o q W A m � � � cn OO a W C .N W 0 � W7 00 m O M E a � U W N c a1 d U (Dcn z N C r r 3 m (n E =3 U)m a v Y :1 w U ❑ r A a d z V (n C d 2 R (� V1 •' 3 N ( �� Z m Q d z L WQ� LLZ tv� LL aZU Z U FW-- d CL O U A WWa� �mQ -le 00(D 0 w w=) t 0'i:2 am0a. aZm Umam x a rz U U Q Q z z A ❑ A ❑ i.r O C O as '� M a � _ a a E h , o 0 U O w , U 14 a HLn s ca S a J h � a � a n vnL x UJ rr U 3 M 04 U O �N c c A A d" A E C A E C � d z = � z � z z as QU a w U z as dU w U 0 N N QI f0 d a a a Q Q d A 0 A A ❑ A ❑ � A ❑ �r � � ►r � _ a co _ w Oar rA ` 3 Oar v� Y r+� yA'� M a w a U]�r, •L Q�^ 'O Fr V] � •L rr- 'C Er V1 � •L 'C Er E•r F-+ z v3 F+ uo Fm r Z v3 E- tn H z ds w rA cn V) 'a �• V] 3 �` V r% C [ C A A A Q z •� Q z •[ Q R z 67 •C L cq z Oa d U Or w U z C4 d U a w U z a Q U Or w U Or LO N CD N d � v cC cC cx U U U z z z El 1 U ° L - 'wsrA U z W ❑ H ❑ h vn '� ^o F v� ❑ ,. -o F Pik cn W U O W d U O W °y c Fcn F z F rn H z HC'n F z Ge Ilk Ir Ir tz f� c c a A A A A A ° a O z ca C z ee C v Z R C 6 �" ci C L C C � Cd .�, '� C L C C �, � C sr C C •� ., V C� z 0.i -.etU P, W U z Pa d U P, W U P4 LO N O N N N cr 99 C9 U U � Ir V1 y F.I � a �� a :3 v V a CIO 04 ;;; O ri G � Gn J Up Q 1- v :T " U _ W CL ,J y v o� v coU on a❑ >❑ y >❑ rwi� c �. 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CN O e t 1 CL pN a N r o 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 00 45 41 - 1 SMALL BUSINESS ENTERPRISE GOAL Page 1 of 1 SECTION 00 45 41 SMALL BUSINESS GOAL APPLICATION OF POLICY If the total dollar value of the contract is $100,000 or more, the Small Business goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to foster competition, expand the supplier base, and promote and encourage the participation of small business firms in the City's contracting opportunities. SMALL BUSINESS GOAL The City's Small Business goal is 30% of the amount bid (if bid alternates are requested, the goal shall be applied to the total bid amount inclusive of any selected alternates). COMPLIANCE Bidders shall comply with the Small Business Goal by meeting or exceeding the small business goal through self -performance and/or Small Business subcontracting participation. Small businesses are based on SBA definitions and must be located within the five Fort Worth counties: Tarrant, Denton, Wise, Parker and Johnson. Small businesses shall be certified via one of the following certifying agencies: • North Central Texas Regional Certifying Agency (NCTRCA) • Dallas/Fort Worth Minority Supplier Development Council (DFW MSDC) • Women's Business Council — Southwest (WBCS) • Texas Department of Transportation (TxDOT) SUBMITTAL OF REQUIRED DOCUMENTATION The following documents must be submitted with the bid documents at the time of bidding: • Completed Small Business Utilization form • Certificates identifying themselves or subcontractors as Small Businesses FAILURE TO COMPLY WITH THE CITY'S SMALL BUSINESS ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. 38 END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 1, 2025 00 52 43 - 1 Agreement Page 1 of 6 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on April 28th, 2026 , is made by and between the City of Fort Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,("City"), and Venus Construction Company , authorized to do business in Texas, acting by and through its duly authorized representative,("Contractor"). City and Contractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: WATER AND SANITARYSEWER REPLACEMENT CONTRACT 2019, WSM-I PART 1 CITYPROJECT NO. 103415-1 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount, in current funds, of Seven Million, Twelve Thousand, Six Hundred Ninety -Five and 20/100 Dollars ($ 7, 012, 695.20 ). Contract price may be adjusted by change orders duly authorized by the Parties. Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work shall be complete for Final Acceptance within 500 calendar days after the date when the Contract Time commences to run, as provided in Paragraph 2.02 of the General Conditions, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City and the public will suffer from loss of use if the Work is not completed within the time(s) specified in Paragraph 4.1 above. 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 Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City Six Hundred and Fifty Dollars ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 (effective September 1, 2025) 005243-2 Agreement Page 2 of 6 Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A.The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: 1. This Agreement. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance Certification Form (ACORD or equivalent) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. Small Business Utilization Form 3. General Conditions. 4. Supplementary 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 the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 (effective September 1, 2025) 005243-3 Agreement Page 3 of 6 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability/Non-Waiver of Claims. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor. The failure of City or Contractor to insist upon the performance of any term or provision of this Agreement or to exercise any right granted herein shall not constitute a waiver of City's or Contractor's respective right to insist upon appropriate performance or to assert any such right on any future occasion. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Texas. Venue shall be Tarrant County, Texas, Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Documents is performable in the State of or the United States District Court for the Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Non -appropriation of Funds. In the event no funds or insufficient funds are appropriated by City in any fiscal period for any payments due hereunder, City will notify Vendor of such occurrence and this Agreement shall terminate on the last day of the fiscal period for which appropriations were received without penalty or expense to City of any kind whatsoever, except as to the portions of the payments herein agreed upon for which funds have been appropriated. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 (effective September 1, 2025) 005243-4 Agreement Page 4 of 6 7.8 Prohibition On Contracts With Companies Boycotting Israel. Contractor, unless a sole proprietor, acknowledges that in accordance with Chapter 2271 of the Texas Government Code, if Contractor has 10 or more full time -employees and the contract value is $100,000 or more, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contract, Contractor certifies that Contractor's signature provides written verification to the City that if Chapter 2271, Texas Government Code applies, Contractor: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. 7.9 Prohibition on Boycotting Energy Companies. Contractor acknowledges that in accordance with Chapter 2276 of the Texas Government Code, the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more, which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification from the company that it: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of the contract. The terms "boycott energy company" and "company" have the meaning ascribed to those terms by Chapter 2276 of the Texas Government Code. To the extent that Chapter 2276 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of this Agreement. 7.10 Prohibition on Discrimination Against Firearm and Ammunition Industries. Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas Government Code, the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification from the company that it: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate during the term of the contract against a firearm entity or firearm trade association. The terms "discriminate," "firearm entity" and "firearm trade association" have the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code. To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate against a firearm entity or firearm trade association during the term of this Agreement. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 (effective September 1, 2025) 005243-5 Agreement Page 5 of 6 7.11 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.12 No Third -Party Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no third -party beneficiaries. 7.13 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on -site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. 7.14 Small Business Utilization. Contractor shall not make any unjustified changes to its small business utilization as presented on the Small Business Utilization Form. Contractor's failure to abide by the commitments presented on the form or intentional and/or knowing misrepresentation of material facts regarding small business utilization shall be disallowed from bidding on future City of Fort Worth public works contracts for a period of time of not less than one year. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 (effective September 1, 2025) 005243-6 Agreement Page 6 of 6 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: By: Signature (Printed Name) �YY S i Title r,-?.o-fix 90 Address City/State/Zip 05/06/2026 Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX CITY OF FORT WORTH City of Fort Worth By: C� Jesica McEachern Assistant City Manager 05/19/2026 o uap Date G �0F pORT�;9a0 00 �e Attest: as°°n�a a4ap Jannette Goodall, City Secretary 3 (Seal) M&C: 26-0285 Date: April 28, 2026 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements., �p i Parvathi Sreekumaran Unnithan, P.E. Project Manager, Water Department Approve 986E and Legality: Douglas Black (May 11, 2026 13:41:48 CDT) Douglas W. Black Sr. Assistant City Attorney STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 (effective September 1, 2025) APP OVAL RECOMMEND D: chnl tomhel- fAgMel- Christopher HaYder (May 11, 2026 08:44:49 CDT) Christopher Harder, Director, Water Department Water and Sanitary Sewer Replacement Contract 2019, WSM-I City Project No. 103415 1 2 3 4 5 6 7 OD 61 13 - I PERFORMANCE BOND Page 1 of 2 SECTION 00 6113 PERFORMANCE BOND Bond Number: 46BCSJL6067 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § 8 That we, Venus Construction Company , known as 9 "Principal" herein and Hartford Fire Insurance Company a corporate to surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 13 sum of, Seven Million, Twelve Thousand, Six Hundred Ninety -Five and 14 20/100 Dollars ($ 7,012,695.20), lawful money of the United States, 15 to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to 16 be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents. 18 WHEREAS, the Principal has entered into a certain written contract with the City 19 awarded the 28th day of April , 2026 , which Contract is hereby referred to and 20 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 21 labor and other accessories defined by law, in the prosecution of the Work, including any 22 Change Orders, as provided for in said Contract designated as WATER AND 23 SANITARY SEWER REPLACEMENT CONTRACT 2019, WSM-1 PART 1, CITY PROJECT NO. 103415-1. 24 25 NOW, THEREFORE, the condition of this obligation is such that if the said 26 Principal shall faithfully perform it obligations tinder the Contract and shall in all respects duly 27 and faithfully perform the Work, including Change Orders, under the Contract, according 28 to the plans, specifications, and contract documents therein referred to, and as well during 29 any period of extension of the Contract that may be granted on the part of the City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. 30 31 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 32 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Water and Sanitary Sever Replacement Contract 2019, WSM-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 8, 2023 0061 13 - 2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 5 instrument by duly authorized agents and officers on this the 28th day of April 6 , 20 26 . 7 8 9 10 12 13 A T. 14 15 1 rincipal) Secretary 17 18 19 2 21 22 Witness as to Principal 23 24 25 26 27 28 29 30 31 32 33 34 35 36 J 1 �- 37 Witne,57s to Surety Jordan Pitts 38 39 PRINCIPAL: Venus Construction Company BY: O `�-• C �� Signature Name and Title Address: 1426 S Main Mansfield, TX 76063 SURETY: Hartford Fire Insurance Com any BY: Signature Lloyd R Pitts, Attorney -In -Fact Name and Title Address: 3526 Lakeview Pkwy. Ste B #174 _ Rowlett TX 75088 Telephone Number: 469-661-0314 Email Address: ipittsopittsbia.com 40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 41 from the by-laws showing that this person has authority to sign such obligation. If 42 Surety's physical address is different from its mailing address, both must be provided. 43 The date of the bond shall not be prior to the date the Contract is awarded. 44 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 8, 2023 0061 14- 1 PAYMENTBOND Page I of 2 SECTION 00 61 14 2 PAYMENT BOND 3 Bond Number: 46BCSJL6067 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Venus Construction Company known as 9 "Principal' herein, and Hartford Fire Insurance Company , a 10 corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" I I herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 12 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the 13 penal sum of Seven Million, Twelve Thousand, Six Hundred Ninety -Five and 14 20/100 Dollars ($ 7,012,695.20 ), lawful money of the United States, to be 15 paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be 16 made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and 17 severally, firmly by these presents: 18 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 19 28th day of April , 2026 , which Contract is hereby referred to and made a part hereof for 20 all purposes as if fully set forth herein, to furnish all materials, equipment, labor and 21 other accessories as defined by law, in the prosecution of the Work as provided for in said 22 Contract and designated as WATER AND SANITARY SEWER 23 REPLACEMENT CONTRACT 2019, WSM-I PART 1, CITY PROJECT NO. 103415-1. 24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 26 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 28 force and effect. 29 This bond is made and executed in compliance with the provisions of Chapter 2253 of 30 the Texas Government Code, as amended, and all liabilities on this bond shall be 31 determined in accordance with the provisions of said statute. 32 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 8, 2023 0061 14-2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 28th day of 3 4 5 6 7 8 9 10 12 April , 20 26 . ATTEST: (P tncipal) Secretary Witness as to Principal ATTEST: n� f - � (Surety) Secretary Melissa Pitts Witness as t urety Jordan Pitts PRINCIPAL: Venus Construction Company BY: Vim-(. Q— Signature , o.s4 McAvA Name and Title Address: 1426 S Main Mansfield, TX 76063 SURETY: Hartford Fire Insurance Company BY: _ Signature Lloyd R Pitts, Attorney -In -Fact Name and Title Address: 3526 Lakeview Pkwy. _ Ste B #174 Rowlett TX 75088 Telephone Number: 469-661-0314 Email Address: ipitts@pittsbia.com Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its lnailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 8.2023 Direct Inquiries, Bond Authenticity and Claims to: POWER OF ATTORNEY THE rt PORD Hartford, Connecticut 06155 Bond.0 laims(a)thehartford.com call:888-266-3488 or fax: 860.757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: PITTS FENNELL & ASSOCIATES LLC Agency Code: 46-508944 ® Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut ® Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana ® Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut ❑ Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana 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: Lloyd R. Pitts, Jordan A. Pitts of Rowlett, Texas 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 performance 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 May 23, 2016 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution W 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. .FIE Ik.., SG9,, p`Y IN pl,p S6y9 o N'rtu„n l,, O EGOMp OF.......... •, s,, `�pSJpl?...... � `JJQ,Pt1�..........(1•Y�o�: :'�y? 47 :o.!�OOOHPORAI, %e' � ;yr `HGORPORA,fO ..M� - I%Z •. '.O d� ? bb.. IRoIAiIA ;•>•�: 1979 y�`F '�OAROPAIF-0 `�,` :rl,lir *�i� :.f„1t• Phyllis A. Clark, Assistant Secretary STATE OF FLORIDA SS. Lake Mary COUNTY OF SEMINOLE Joelle L. LaPierre. Assistant Vice President On this 1st day of March, 2024, before me personally came Joelle L. LaPierre, to me known, who being by me duly sworn, did depose and say: that (s)he resides in Seminole County, State of Florida{ that (s)he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that (s)he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that (s)he signed his/her name thereto by like authority. "y> • 'cif Maliluz Arce • . My Commission HH 287363 Expires.luly 13, 2026 I, the undersigned, Assistant 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 Ap,Il261h, 2026 Signed and sealed in Lake Mary, Florida. .,S . lPlllq, 4,, N(Y INS .., e•4,ny .\w I11111,,, �C COAIP � ... yj O ... 69 ., pP,.......... Uy .5, .y'. C0%PONAI Qpt�...........'lY = _;" 40APORA7 y• .3 . b`.. ,Ao1AOA 1971) - "%'3`.. i'!� o a� "oby''•.......: •'!fir .. ..; ti5`\. I Keith D. Dozois, Assistant Vice President Have a complaint or need help? If you have a problem with a claim or your premium, call your insurance company or HMO first. If you can't work out the issue, the Texas Department of Insurance may be able to help. Even if you file a complaint with the Texas Department of Insurance, you should also file a complaint or appeal through your insurance company or HMO. If you don't, you may lose your right to appeal. The Hartford To get information or file a complaint with your insurance company or HMO: Call: Consumer Affairs at 1-800- 451-6944 Toll -free: 1-800-451-6944 Email: bond.claims@thehartford.com Mail: The Hartford Financial Services One Hartford Plaza, T-14 Hartford, CT 06155 Attn: Bond Claims Department The Texas Department of Insurance To get help with an insurance question or file a complaint with the state: Call with a question: 1-800-252-3439 Email: ConsumerProtection@tdi.texas.gov File a complaint: www.tdi.texas.gov Mail: MC 111-1A, P.O. Box 149091, Austin, TX 78714-9091 0061 19- 1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 THE STATE OF TEXAS § Bond Number: 46BCSJL6067 4 § KNOW ALL BY THESE PRESENTS: 5 COUNTY OF TARRANT 6 That we Venus § Construction Company known as 7 "Principal' herein and Hartford Fire Insurance Company , a corporate surety 8 (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" 9 herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 10 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the sum 11 of Seven Million, Twelve Thousand, Six Hundred Ninety -Five and 20/100 Dollars 12 ($_7,012,695,20_), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 13 Texas, for payment of which sum well and truly be made unto the City and its successors, we 14 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 15 firmly by these presents. iC 17 WHEREAS, the Principal has entered into a certain written contract with the City awarded 18 the 28th day of April, 2026, which Contract is hereby referred to and a made part 19 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and 20 other accessories as defined by law, in the prosecution of the Work, including any 21 Work resulting from a duly authorized Change Order (collectively herein, the 22 "Work") as provided for in said contract and designated as WATER AND 23 SANITARY SEWER REPLACEMENT CONTRACT 2019, WSM-I PART 1, CITY 24 PROJECT NO. 103415-1; and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the City of the need therefor at any time within the Maintenance Period. CITY OF FORT WORTH Water and Sanitary Scwer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 0061 19-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy 2 any defective Work, for which timely notice was provided by City, to a completion satisfactory to 3 the City, then this obligation shall become null and void; otherwise to remain in full force and 4 effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to be 8 repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the 9 Surety under this Maintenance bond; and 10 11 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 16 recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 006119-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 28th day of 3 April , 20 26 . 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 ATT (Principal) Secretary Witness as to Principal ATTEST: (Surety) Secretary lissa� Wiffiess Sure Jordan Pitts PRINCIPAL: Venus Construction Company BY: $jk, V :, Signa ure Name and Title Address: 1426 S Main Mansfield, TX 76063 SURETY: Hartford Fire Insurance Corn BY: _ Signature Lloyd R Pitts, Attorney. -In -Fact Name and Title Address: 3526 Lakeview Pkwy. Ste B #174 Rowlett TX 75088 Telephone Number: 469-661-0314 Email Address: jpittsapittsbia.com 37 38 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 39 from the by-laws showing that this person has authority to sign such obligation. If 40 Surety's physical address is different from its mailing address, both must be provided. 41 The date of the bond shall not be prior to the date the Contract is awarded. 42 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 Direct Inquiries, Bond Authenticity and Claims to: POWER OF ATTORNEY OneORD Harrttfo d Plaza Hartford, Connecticut 11155 Bond.Claims(c�thehartford.Coln call: 888-266-3488 or fax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: PITTS FENNELL & ASSOCIATES LLC Agency Code: 46-508944 ® Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut ® Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana ® Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut ❑ Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana 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: Lloyd R. Pitts, Jordan A. Pitts of Rowlett, Texas 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 performance 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 May 23, 2016 the Companies have caused these presents to be signed by its Assistant 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. °FINE INS., eOQQ. •'. "•.. 9"9y. 0609PORA1f0•y"r�� (4 V.C/A A L-. Phyllis A. Clark, Assistant Secretary STATE OF FLORIDA SS. Lake Mary COUNTY OF SEMINOLE 971) SFAS p * it/DIANP Joel le L. LaPierre, Assistant Vice President On this 1st day of March, 2024, before me personally came Joelle L. LaPierre, to me known, who being by me duly sworn, did depose and say: that (s)he resides in Seminole County, State of Florida that (s)he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that (s)he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that (s)he signed his/her name thereto by like authority. .y µ� '.�61 f'•��` 1k'larlllrz Arce \ly Commission HH 287363 Expires hily 13, 2026 I, the undersigned, Assistant Vice Presidentof 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 April 28lh, 2026 Signed and sealad in Lake Mary, Florida. ,,c°F\PE IpS `•, \`.``Y'I'N r,,,� _ "n�ni�� \ `a CO"df4 i,,, SU99y',`y'S vqy` NOOPPORAT�o� %OL:� ;rtli _o: Nam.•— io=I •.. _ _�:.� * :3- :y•. 1979 oa ,'F.ORo0PA1E0 \0\�• * Jf AI �• * ///DIANP * • /�"'rrrlill,\r\\\\``\J4JGf .,,f i.\i• ''�/rlllll\\\\`\\`♦ Keith D. Dozois, Assistant Vice President Have a complaint or need help? If you have a problem with a claim or your premium, call your insurance company or HMO first. If you can't work out the issue, the Texas Department of Insurance may be able to help. Even if you file a complaint with the Texas Department of Insurance, you should also file a complaint or appeal through your insurance company or HMO. If you don't, you may lose your right to appeal. The Hartford To get information or file a complaint with your insurance company or HMO: Call: Consumer Affairs at 1-800- 451-6944 Toll -free: 1-800-451-6944 Email: bond.claims@thehartford.com Mail: The Hartford Financial Services One Hartford Plaza, T-14 Hartford, CT 06155 Attn: Bond Claims Department The Texas Department of Insurance To get help with an insurance question or file a complaint with the state: Call with a question: 1-800-252-3439 Email: ConsumerProtection@tdi.texas.gov File a complaint: www.tdi.texas.gov Mail: MC 111-1A, P.O. Box 149091, Austin, TX 78714-9091 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 006125-1 CERTIFICATE OF INSURANCE Page 1 of 1 SECTION 00 6125 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2 — Preliminary Matters......................................................................................................................... 7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the 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 Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................ I I Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous 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 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment........................................................................................... 20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and "Or-Equals"....................................................................................................... 21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties........................................................................................................... 26 6.09 Permits and Utilities.................................................................................................................... 27 6.10 Laws and 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 6.23 Right to Audit.. : ... * ............... .............. * ............. .............. ... ..... 34 6.24 Nondiscrimination.......................................................................................................................35 Article 7 - Other Work at the Site................................................................................................................... 35 7.01 Related Work at Site................................................................................................................... 35 7.02 Coordination................................................................................................................................36 Article 8 - City's Responsibilities................................................................................................................... 36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due............................................................................................................................ 36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals.............................................................................................. 36 8.07 Limitations on City's Responsibilities....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program............................................................................................... 37 Article 9 - City's Observation Status During Construction...........................................................................37 9.01 City's Project Manager............................................................................................................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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 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 10.06 Contract Claims 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 Time.................................................................46 12.01 Change of Contract Price............................................................................................................ 46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................ 48 13.02 Access to Work........................................................................................................................... 48 13.03 Tests and Inspections.................................................................................................................. 48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 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 Final Inspection...........................................................................................................................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 Article 15 - Suspension of Work and Termination........................................................................................ 57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause................................................................................................... 58 15.03 City May Terminate For Convenience.......................................................................................60 Article 16 - Dispute Resolution...................................................................................................................... 61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 Article 17 — Miscellaneous ............... 17.01 Giving Notice ............... 17.02 Computation of Times, 17.03 Cumulative Remedies., 17.04 Survival of Obligations 17.05 Headings ....................... CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 ................................. 62 ................................. 62 ................................. 62 ................................. 62 ................................. 63 ................................. 63 00 72 00 - 1 GENERAL CONDITIONS Pagel of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with 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 Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is 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 Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business 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. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 2 of 63 12. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 18. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 21. Contract Time —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. 22. Contractor —The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 3 of 63 24. Damage Claims — A demand for money or services arising from the Project or Site from a third parry, City or Contractor exclusive of a Contract Claim. 25. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 32. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 4 of 63 37. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 38. General Requirements —Sections of Division 1 of the Contract Documents. 39. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 42. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. 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. 44. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs —Polychlorinated biphenyls. 48. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 49. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 5 of 63 50. 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. 51. Project —The Work to be performed under the Contract Documents. 52. Project Manager —The authorized representative of the City who will be assigned to the Site. 53. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 55. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 56. Samples —Physical examples of materials, equipment, or 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. 57. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 58. 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. 59. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 60. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and 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 attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 61. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 6 of 63 62. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Substantial Completion — The stage in the progress of the Project when the Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier=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 Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms orAdjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 action or determination 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 Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. 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 the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to the Public Meeting if scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are subnuttcd to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire 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 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. 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 promptly 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. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any 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 SPECIFICATION DOCUMENTS Revision: September 1, 2025 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 unless 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, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 11 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 on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 and Physical Conditions A. Reports and Drawings: The Supplementary 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 structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and 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: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: 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 Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible 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 Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take 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; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not 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 harmless City, from and against 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 arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds 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 bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions 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 SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of 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 provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL 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 deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting parry 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 conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. 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 procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 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 Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 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 Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 Documents. 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 provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related 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 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named i£ a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall 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 0125 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 substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 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 specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is 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 Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or 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 may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Small Business Goal Compliance: It is City policy to foster competition, expand the supplier base, and promote and encourage the participation of small business firms in the City's contracting opportunities. If the Contract Documents provide for a small business goal, Contractor shall comply with the City's Small Business Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a contracted small business and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted small businesses without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by the small business(es). 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 the disqualification of the Contractor to bid on future contracts with the City for a period of not less than one year. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 25 of 63 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or 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 furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected 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 SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required 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 arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the 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. Affadavit. Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code related to paying prevailing wage rates on completion of the project. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against 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 arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor 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 Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS 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 Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: htWs://comptroller.texas.gov/taxes/permit/ 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and 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 City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and 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 procedure, 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. Final 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 Structures: 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 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 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 SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 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 employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by 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 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or 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 numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 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 the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be 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: 1. 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 work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to 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 examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this 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 SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise 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. Contractor'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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination 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: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 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 make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Manager 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 Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager 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 Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager'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 SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor 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 more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the 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 referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.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 time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor 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 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the parry making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 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 MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of 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 for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work 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 Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the 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 employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.1 or specifically covered by Paragraph 11.0LAA, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the 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 Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs I1.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified 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 City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 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. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 UnitPrice Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the 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 Contract 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 unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if- 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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. 3. 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 Quantity Measurement 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 quantity of authorized 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 or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.0l.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.0l.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.Q. C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.0l.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 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0l.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time 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 contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 maybe rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any 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 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with 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 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When 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 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any 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 contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 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 other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to 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 Contract 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 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by 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, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this 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 SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of 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. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as described in subsection C. unless otherwise stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has 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 Contractor to be paid additionally by City or entitle City to withhold payment to Contractor; or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the 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 completed Work has been damaged by the Contractor or subcontractors requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL 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: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be 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 specified in the Agreement will be assessed against the monies due the Contractor, not as a penalty, but as 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 in Payment: 1. City may refuse to make payment 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 against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 part of the Work which has specifically been identified in the Contract Documents, or which City determines constitutes a separately functioning and usable part of the Work that can be used for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit 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 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final -Inspection A. Upon written notice from Contractor that the entire Work is Substantially Complete in accordance with the Contract Documents: 1. Within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective ("Punch List Items"). Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification to the City of Substantial Completion and the date of Final Inspection. 1. 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. 2. Should the City concur that Substantial Completion has been achieved with the exception of any Punch List Items, Contract Time will resume for the duration it takes for Contractor to achieve Final Acceptance. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 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 may 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 for employees, subcontractors, and suppliers; and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirins, 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or 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 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may 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 without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit 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 SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 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. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by 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 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in 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 completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable 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 termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such 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 for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 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 — NUSCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 73 00 SUPPLEMENTARY CONDITIONS SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions Page 1 of 6 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of December 17, 2025: 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 from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. SC-4.01A.2, "Availability of Lands" CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 6 Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of December 17, 2025: EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT NONE The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: A Coring Report, dated August 2022, prepared by Mr. Zelalem Arega, pavement program manager for The City of Fort Worth, providing additional information on pavement conditions. A Coring Report, dated October 2025, prepared by Atlas, a consultant for the City of Fort Worth, providing additional information on pavement conditions. The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: NONE SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: NONE SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: Kimley-Horn and Associates, 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 following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease -policy limit CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 6 SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.0413. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of. $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage 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 amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250, 000 Bodily Injury per person / $500, 000 Bodily Injury per accident / $100,000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks: NONE The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The 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 term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: $4, 000, 000 (2) Each Occurrence: $2, 000, 000 Required for this Contract X Not required for this Contract CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 6 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 railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on arailroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be Tier 3 for the project. SC-6.07 A.., "Duty to pay Prevailing Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2013 Prevailing Wage Rates A copy of the table is also available by accessing the City's website at: https:gapps.fortworthtexas.gov/ProoectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 — General Conditions SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: Street Use Permit, Stormwater Pollution Prevention Plan, ROW Tree Permit: Contractor shall obtain a ROW Tree Permit from the PARD City Forester prior to pruning or removing any City Tree CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 6 SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: A TxDOT Utility Permit Approval, dated June 2025, Permit No. 00002/20250530/404325/534709/UP, offering no objection to proposed boring under US 377. SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of December 17, 2025: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE 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 Scope of Work Coordination Authority NONE SC-8.01, "Communications to Contractor" NONE SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Parvathi Sreekumaran Unnithan or his/her successor pursuant to written notification from the Director of Water Department. SC-13.03C., "Tests and Inspections" NONE SC-16.01C.1, "Methods and Procedures" NONE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. 3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. 10/06/23 Michael Owen SC-6.07, Allow affidavit regarding paying prevailing wages to be submitted on completion of job, as opposed to with each progress report 3/08/24 Michael Owen Removed revisions related to affidavit, as those changes have been made in General Conditions SC-5.02 Added notes to reviewer to delete Maintenance Bond if using T specifications 9/19/25 Michael OwenxDOT SC 6.20 Revised Contractors General Warranty and Guarantee language if using TxDOT specifications CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 SUMMARY OF WORK Page 1 of 3 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 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 20, 2012 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left 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 permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 20, 2012 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 20, 2012 012500-1 SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 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 Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement 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 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 I b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if- 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM 11 Proposed Substitution: 12 Reason for Substitution: 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 Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm _ Address Date Telephone For Use by City: Approved City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Recommended Recommended Not recommended Received late By Date _ Remarks Date Rejected Water and Sanitary Sewer Replacement Contract 2019, WSM-I City Project No. 103415 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0129 75 MATERIALS ON HAND 012975-1 MATERIALS ON HAND Pagel of3 5 A.This section should be used if payment is requested based on materials and equipment not 6 incorporated in the Work but delivered and suitably stored at the Site or at another 7 location agreed to in writing (Materials On Hand). 8 B.Payment for Materials On Hand (MOH) may be made for non-perishable materials that 9 are considered long lead-time items and have been approved for MOH payment. 10 1.2 SECTION INCLUDES: 11 A.Materials approved for MOH payment are as follows: 12 1. Water & Sewer Pipe greater than or equal to 24" diameter 13 2. Water Valves greater than or equal to 36" diameter 14 3. Reinforced Concrete Pipe greater than or equal to 84" diameter 15 4. Reinforced Concrete Box greater than or equal to 8' x 6' 16 5. Traffic Signal Poles, Masts, and Cabinets 17 6. Street Light Poles 18 B.Requirements for MOH 19 1. Materials must be stored on -site for a minimum of two (2) progress payment cycles 20 to qualify for MOH reimbursement. If materials are expected to be stored for a 21 shorter duration, MOH will not be paid. 22 2. For materials on Hand to be paid for, required submittal must been submitted and 23 approved. No MOH will be paid when MOH submittal have not been approved. 24 3. MOH must be stored in accordance with approved submittal requirements. 25 4. The contractor must maintain the proper insurance and retain the duty to protect the 26 materials per the included material specification or equipment per the 27 manufacturer's specifications. 28 C. The City may permit material storage at a third -party facility, provided the facility is 29 bonded and insured. Any off -site storage location must receive prior written approval 30 from the City Project Manager. A copy of the written approval must be included with the 31 corresponding pay application. 32 D.Deviations from this City of Fort Worth Standard Specification 33 1. None. 34 E. Related Specification Sections include, but are not necessarily limited to: 35 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 36 Contract 37 2. Division 1 — General Requirements CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 012975-2 MATERIALS ON HAND Page 2 of 3 1 1.3 PRICE AND PAYMENT PROCEDURES 2 A.Measurement and Payment 3 1. Measurement and Payment 4 a. The material furnished in accordance with the specific item for which MOH is 5 allowed shall be measured and paid by the Lump Sum. 6 2. The price shall include: 7 a. Invoiced Cost of material ONLY 8 1.4 REFERENCES [NOT USED] 9 1.5 ADMINISTRATIVE REQUIREMENTS 10 A.A Change Order will be necessary. It will deduct the Bill of Sale quantity from the 11 original Furnish and Install quantity and add two separate line items --one for Furnish 12 and one for Install —each with its corresponding pricing. 13 1.6 SUBMITTALS 14 A.Contractor shall submit a Bill of Sale for the materials on hand properly identifying the 15 Project which shall be attached to the pay application and applicable materials to be 16 circled or highlighted, properly added up and totaled in documentation. 17 B. Submittals shall be in accordance with Section 0133 00. 18 C.All submittals shall be approved by the Engineer or the City prior to delivery and/or 19 fabrication for specials. 20 1.7 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 21 A.Written agreement for offsite storage location 22 1.8 CLOSEOUT SUBMITTALS [NOT USED] 23 A.Maintenance Contracts 24 B. Operation and Maintenance Data 25 C. Warranty Documentation 26 D.Record Documentation 27 1.9 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.10 QUALITY ASSURANCE 29 A.The City shall confirm that the material or equipment conforms to specifications and is 30 properly marked and secured. 31 B.City's decision on what quantity of received material is to be paid is final. 32 1.11 DELIVERY, STORAGE, AND HANDLING 33 A.Title to the materials on hand passes automatically to the City of Fort Worth upon 34 delivery. 35 B. The risk of loss for the material or equipment does not pass to the City until the 36 associated Work is accepted. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 012975-3 MATERIALS ON HAND Page 3 of 1 1.12 DELIVERY AND ACCEPTANCE REQUIREMENTS 2 A.Storage and Handling Requirements 3 B.Packaging Waste Management 4 1.13 FIELD [SITE] CONDITIONS [NOT USED] 5 A.Ambient Conditions 6 B.Existing Conditions 7 1.14 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 1 2 3 PART1- GENERAL SECTION 013119 PRECONSTRUCTION MEETING 013119-1 PRECONSTRUCTION MEETING Pagel of 3 4 1.1 SUMMARY 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. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division I — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 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 ADMINISTRATIVE REQUIREMENTS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 1, 2025 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 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 0132 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing cc. Record Drawings ff. Temporary construction facilities gg. Final Acceptance hh. Final Payment ii. Questions or Comments CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 1, 2025 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9/l/2025 M Owen Deleted Section 1.4 B.5..hh, due to new Small Business Ordinance CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 1, 2025 013120-1 PROJECT MEETINGS Page 1 of 3 1 SECTION 013120 2 PROJECT MEETINGS 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Provisions for project meetings throughout the construction period to enable orderly 8 review of the progress of the Work and to provide for systematic discussion of 9 potential problems 10 B. Deviations this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination 22 1. Schedule, attend and administer as specified, periodic progress meetings, and 23 specially called meetings throughout progress of the Work. 24 2. Representatives of Contractor, subcontractors and suppliers attending meetings 25 shall be qualified and authorized to act on behalf of the entity each represents. 26 3. Meetings administered by City may be tape recorded. 27 a. If recorded, tapes will be used to prepare minutes and retained by City for 28 future reference. 29 4. Meetings, in addition to those specified in this Section, may be held when requested 30 by the City, Engineer or Contractor. 31 B. Pre -Construction Neighborhood Meeting 32 1. After the execution of the Agreement, but before construction is allowed to begin, 33 attend 1 Public Meeting with affected residents to: 34 a. Present projected schedule, including construction start date 35 b. Answer any construction related questions 36 2. Meeting Location 37 a. Location of meeting to be determined by the City. 38 3. Attendees CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 01 31 20 - 2 PROJECT MEETINGS Page 2 of 3 I a. Contractor 2 b. Project Representative 3 c. Other City representatives 4 4. Meeting Schedule 5 a. In general, the neighborhood meeting will occur within the 2 weeks following 6 the pre -construction conference. 7 b. In no case will construction be allowed to begin until this meeting is held. 8 C. Progress Meetings 9 1. Formal project coordination meetings will be held periodically. Meetings will be 10 scheduled and administered by Project Representative. 11 2. Additional progress meetings to discuss specific topics will be conducted on an as- 12 needed basis. Such additional meetings shall include, but not be limited to: 13 a. Coordinating shutdowns 14 b. Installation of piping and equipment 15 c. Coordination between other construction projects 16 d. Resolution of construction issues 17 e. Equipment approval 18 3. The Project Representative will preside at progress meetings, prepare the notes of 19 the meeting and distribute copies of the same to all participants who so request by 20 fully completing the attendance form to be circulated at the beginning of each 21 meeting. 22 4. Attendance shall include: 23 a. Contractor's project manager 24 b. Contractor's superintendent 25 c. Any subcontractor or supplier representatives whom the Contractor may desire 26 to invite or the City may request 27 d. Engineer's representatives 28 e. City's representatives 29 f. Others, as requested by the Project Representative 30 5. Preliminary Agenda may include: 31 a. Review of Work progress since previous meeting 32 b. Field observations, problems, conflicts 33 c. Items which impede construction schedule 34 d. Review of off -site fabrication, delivery schedules 35 e. Review of construction interfacing and sequencing requirements with other 36 construction contracts 37 f. Corrective measures and procedures to regain projected schedule 38 g. Revisions to construction schedule 39 h. Progress, schedule, during succeeding Work period 40 i. Coordination of schedules 41 j. Review submittal schedules 42 k. Maintenance of quality standards 43 1. Pending changes and substitutions 44 m. Review proposed changes for: 45 1) Effect on construction schedule and on completion date 46 2) Effect on other contracts of the Project 47 n. Review Record Documents 48 o. Review monthly pay request CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 I p. Review status of Requests for Information 2 6. Meeting Schedule 3 a. Progress meetings will be held periodically as determined by the Project 4 Representative. 5 1) Additional meetings may be held at the request of the: 6 a) City 7 b) Engineer 8 c) Contractor 9 7. Meeting Location 10 a. The City will establish a meeting location. 11 1) To the extent practicable, meetings will be held at the Site. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 22 23 24 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 SECTION 0132 16 2 CONSTRUCTION SCHEDULE 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 D. Purpose 16 The City of Fort Worth (City) is committed to delivering quality, cost-effective 17 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 18 properly structured schedule with accurate updates. This supports effective monitoring 19 of progress and is input to critical decision making by the project managerthroughout 20 the life of the project. Data from the updated project schedule is utilized in status 21 reporting to various levels of the City organization and the citizenry. 22 23 This Document complements the City's Standard Agreement to guide the construction 24 contractor (Contractor) in preparing and submitting acceptable schedules for use by the 25 City in project delivery. The expectation is the performance of the work follows the 26 accepted schedule and adhere to the contractual timeline. 27 28 The Contractor will designate a qualified representative (Project Scheduler) responsible 29 for developing and updating the schedule and preparing status reporting as required by 30 the City. 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Payment 33 1. Work associated with this Item is considered subsidiary to the various items bid. 34 No separate payment will be allowed for this Item. 35 2. Non-compliance with this specification is grounds for City to withhold payment of 36 the Contractor's invoices until Contractor achieves said compliance. 37 1.3 REFERENCES 38 A. Project Schedules CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised October 6, 2023 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 1 Each project is represented by City's master project schedule that encompassesthe 2 entire scope of activities envisioned by the City to properly deliver the work. Whenthe 3 City contracts with a Contractor to perform construction of the Work, the Contractor 4 will develop and maintain a schedule for their scope of work in alignment with the 5 City's standard schedule requirements as defined herein. The data and information of 6 each such schedule will be leveraged and become integral in the master project 7 schedule as deemed appropriate by the City's Project Control Specialist and approved 8 by the City's Project Manager. 9 10 1. Master Project Schedule 11 The master project schedule is a holistic representation of the scheduled activities 12 and milestones for the total project and be Critical Path Method (CPM) based. The 13 City's Project Manager is accountable for oversight of the development and 14 maintaining a master project schedule for each project. When the City contractsfor 15 the design and/or construction of the project, the master project schedule will 16 incorporate elements of the Design and Construction schedules as deemed 17 appropriate by the City's Project Control Specialist. The assigned City Project 18 Control Specialist creates and maintains the master project schedule in P6 (City's 19 scheduling software). 20 21 2. Construction Schedule 22 The Contractor is responsible for developing and maintaining a schedule for the 23 scope of the Contractor's contractual requirements. The Contractor will issue an 24 initial schedule for review and acceptance by the City's Project Control Specialist 25 and the City's Project Manager as a baseline schedule for Contractor's scope of 26 work. Contractor will issue current, accurate updates of their schedule (Progress 27 Schedule) to the City at the end of each month throughout the life of their work. 28 B. Schedule Tiers 29 The City has a portfolio of projects that vary widely in size, complexity and content 30 requiring different scheduling to effectively deliver each project. The City uses a 31 "tiered" approach to align the proper schedule with the criteria for each project. The 32 City's Project Manager determines the appropriate schedule tier for each project, and 33 includes that designation and the associated requirements in the Contractor's scope of 34 work. The following is a summary of the "tiers". 35 36 1. Tier 1: Small Size and Short Duration Project (design notrequired) 37 The City develops and maintains a Master Project Schedule for the project. No 38 schedule submittal is required from Contractor. City's Project Control Specialist 39 acquires any necessary schedule status data or information through discussions with 40 the respective party on an as -needed basis. 41 42 2. Tier 2: Small Size and Short to Medium DurationProject 43 The City develops and maintains a Master Project Schedule for the project. The 44 Contractor identifies "start" and "finish" milestone dates on key elements of their 45 work as agreed with the City's Project Manager at the kickoff of their workeffort. 46 The Contractor issues to the City, updates to the "start" and "finish" dates for such 47 milestones at the end of each month throughout the life of their work on the project. 48 49 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised October 6, 2023 01 32 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 The City develops and maintains a Master Project Schedule for the project. The 2 Contractor develops a Baseline Schedule and maintains the schedule of their 3 respective scope of work on the project at a level of detail (generally Level 3) andin 4 alignment with the WBS structure in Section 1.4.14 as agreed by the Project 5 Manager. The Contractor issues to the City, updates of their respective schedule 6 (Progress Schedule) at the end of each month throughout the life of their work on the 7 project. 8 C. Schedule Types 9 Project delivery for the City utilizes two types of schedules as noted below. The City 10 develops and maintains a Master Project Schedule as a "baseline" schedule and issue 11 monthly updates to the City Project Manager (end of each month) as a"progress" 12 schedule. The Contractor prepares and submits each schedule type to fulfill their 13 contractual requirements. 14 15 1. Baseline Schedule 16 The Contractor develops and submits to the City, an initial schedule for their scope 17 of work in alignment with this specification. Once reviewed and accepted by the 18 City, it becomes the `Baseline" schedule and is the basis against which allprogress 19 is measured. The baseline schedule will be updated when there is a change or 20 addition to the scope of work impacting the duration of the work, and only after 21 receipt of a duly authorized change order issued by the City. In the event progress is 22 significantly behind schedule, the City's Project Manager may authorize an update 23 to the baseline schedule to facilitate a more practical evaluation of progress. An 24 example of a Baseline Schedule is provided in Specification 0132 16.1 25 Construction Project Schedule Baseline Example. 26 27 2. Progress Schedule 28 The Contractor updates their schedule at the end of each month to represent the 29 progress achieved in the work which includes any impact from authorized changes 30 in the work. The updated schedule must accurately reflect the current status ofthe 31 work at that point in time and is referred to as the "Progress Schedule". The City's 32 Project Manager and Project Control Specialist reviews and accepts each progress 33 schedule. In the event a progress schedule is deemed not acceptable, the 34 unacceptable issues are identified by the City within 5 working days and the 35 Contractor must provide an acceptable progress schedule within 5 working days 36 after receipt of non -acceptance notification. An example of a Progress Schedule is 37 provided in Specification 0132 16.2 Construction Project Schedule Progress 38 Example. 39 D. City Standard Schedule requirements 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised October 6, 2023 01 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 1 1. Schedule Framework - The schedule will be based on the defined scope of work 2 and follow the (Critical Path Methodology) CPM method. The Contractor's 3 schedule will align with the requirements of this specification and will be cost 4 loaded to reflect their plan for execution. Compliance with cost loading can be 5 provided with traditional cost loading of line items OR a projected cost per 6 month for the project when the initial schedule is submitted, updated on a 7 quarterly basis is significant change is anticipated. Overall schedule duration 8 will align with the contractual requirements for the respective scope of work and be 9 reflected in City's Master Project Schedule. The Project Number and Name ofthe 10 Project is required on each schedule and must match the City's project data. 11 12 E. Schedule File Name 13 All schedules submitted to the City for a project will have a file name that begins with 14 the City's project number followed by the name of the project followed by baseline (if 15 a baseline schedule) or the year and month (if a progress schedule), as shown below. 16 17 • Baseline Schedule File Name 18 Format: City Project Number —Project Name —Baseline 19 Example: 101376_North Montgomery Street HMAC_Baseline 20 21 • Progress Schedule File Name 22 Format: City Project Number Project Name _YYYY-MMM 23 Example: 101376_North Montgomery Street HAC2018_01 24 25 • Project Schedule Progress Narrative File Name 26 Format: City Project Number —Project Name_PN_YYYY-MM 27 Example: 101376_North Montgomery Street HMAC_PN_2018_01 28 29 F. Schedule Templates 30 The Contractor will utilize the relevant sections from the City's templates provided in 31 the City's document management system as the basis for creating their respective 32 project schedule. Specifically, the Contractor's schedule will align with the layout of 33 the Construction section. The templates are identified by type of project as noted 34 below. 35 • Arterials 36 • Aviation 37 • Neighborhood Streets 38 • Sidewalks (later) 39 • Quiet Zones (later) 40 • Street Lights (later) 41 • Intersection Improvements (later) 42 • Parks 43 • Storm water 44 • Street Maintenance 45 • Traffic 46 • Water 47 48 G. Schedule Calendar CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised October 6, 2023 01 32 16 - 5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 1 The City's standard calendar for schedule development purposes is based on a 5-day 2 workweek and accounts for the City's nine standard holidays (New Years, Martin 3 Luther King, Memorial, Juneteenth, Independence, Labor, Thanksgiving, day after 4 Thanksgiving, and Christmas). The Contractor will establish a schedule calendar as 5 part of the schedule development process and provide to the Project Control Specialist 6 as part of the basis for their schedule. Variations between the City's calendar and the 7 Contractor's calendar must be resolved prior to the City's acceptance of their Baseline 8 project schedule. 9 10 H. WBS & Milestone Standards for Schedule Development 11 The scope of work to be accomplished by the Contractor is represented in the schedule 12 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 13 development of the schedule activities and shall be imbedded and depicted in the 14 schedule. 15 16 The following is a summary of the standards to be followed in preparing and 17 maintaining a schedule for project delivery. 18 19 1. Contractor is required to utilize the City's WBS structure and respective 20 project type template for "Construction" as shown in Section 1.4.1-1below. 21 Additional activities may be added to Levels 1 - 4 to accommodate the needs 22 of the organization executing the work. Specifically, the Contractor will add 23 activities under WBS XXXXXX.80.83 "Construction Execution" that 24 delineates the activities associated with the various components of the work. 25 26 2. Contractor is required to adhere to the City's Standard Milestones as shown 27 in Section 1.4.I below. Contractor will include additional milestones 28 representing intermediate deliverables as required to accurately reflect their 29 scope of work. 30 31 I. Schedule Activities 32 Activities are the discrete elements of work that make up the schedule. They will be 33 organized under the umbrella of the WBS. Activity descriptions should adequately 34 describe the activity, and in some cases the extent of the activity. All activities are 35 logically tied with a predecessor and a successor. The only exception to this rule is for 36 "project start" and "project finish" milestones. 37 38 The activity duration is based on the physical amount of work to be performed for the 39 stated activity, with a maximum duration of 20 working days OR a continuous activity 40 in one location. If the work for any one activity exceeds 20 days, break that activity 41 down incrementally to achieve this duration constraint. Any exception to thisrequires 42 review and acceptance by the City's Project Control Specialist. 43 44 J. Change Orders 45 When a Change Order is issued by the City, the impact is incorporated into the 46 previously accepted baseline schedule as an update, to clearly show impact to the 47 project timeline. The Contractor submits this updated baseline schedule to the City for CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised October 6, 2023 01 32 16 - 6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 1 review and acceptance as described in Section 1.5 below. Updated baseline schedules 2 adhere to the following: 3 4 1. Time extensions associated with approved contract modifications are limited to the 5 actual amount of time the project activities are anticipated to be delayed, unless 6 otherwise approved by the Program Manager. 7 8 2. The re-baselined schedule is submitted by the Contractor within ten workdays after 9 the date of receipt of the approved Change Order. 10 11 3. The changes in logic or durations approved by the City are used to analyze the impact 12 of the change and is included in the Change Order. The coding for a newactivity(s) 13 added to the schedule for the Change Order includes the Change Order number in the 14 Activity ID. Use as many activities as needed to accurately show the work of the 15 Change Order. Revisions to the baseline schedule are not effective until acceptedby 16 the City. 17 K. City's Work Breakdown Structure 18 19 WBS Code WBS Name 20 XXXXXX Project Name 21 XXXXXX.30 Design 22 XXXXXX.30.10 Design Contractor Agreement 23 XXXXXX.30.20 Conceptual Design (30%) 24 XXXXY—X.30.30 Preliminary Design (60%) 25 X _X� .30.40 Final Design 26 XXXXY—X.30.50 Environmental 27 XXXXXX30.60 Permits 28 XXXXXX.30.60.10 Permits - Identification 29 XXX XX.30.60.20 Permits - Review/Approve 30 XXXXXX.40 ROW & Easements 31 XXXXXX.40.10 ROW Negotiations 32 XXXXXX.40.20 Condemnation 33 XXXXXX.70 Utility Relocation 34 X _X� .70.10 Utility Relocation Co-ordination 35 XXXXXX.80 Construction 36 XXXXXX.80.81 Bid and Award 37 XXXXXX.80.83 Construction Execution 38 XXXXY—X.80.85 Inspection 39 XXX XX.80.86 Landscaping 40 XXXXXX.90 Closeout 41 XXXXYIX.90.10 Construction Contract Close-out 42 XXXXXX.90.40 Design Contract Closure 43 L. City's Standard Milestones 44 The following milestone activities (i.e., important events on a project that mark critical 45 points in time) are of particular interest to the City and must be reflected in the project 46 schedule for all phases of work. 47 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised October 6, 2023 01 32 16 - 7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 1 Activity ID Activity Name 2 Design 3 3020 Award Design Agreement 4 3040 Issue Notice to Proceed - Design Engineer 5 3100 Design Kick-off Meeting 6 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, 7 Water & Sewer 8 3150 Peer Review Meeting/Design Review meeting (technical) 9 3160 Conduct Design Public Meeting #1 (required) 10 3170 Conceptual Design Complete 11 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, 12 Parks, Storm Water, Water & Sewer 13 3250 Conduct Design Public Meeting #2 (required) 14 3260 Preliminary Design Complete 15 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 16 Water & Sewer 17 3330 Conduct Design Public Meeting #3 (if required) 18 3360 Final Design Complete 19 ROW & Easements 20 4000 Right of Way Start 21 4230 Right of Way Complete 22 Utility Relocation 23 7000 Utilities Start 24 7120 Utilities Cleared/Complete 25 Construction 26 Bid and Award 27 8110 Start Advertisement 28 8150 Conduct Bid Opening 29 8240 Award Construction Contract 30 Construction Execution 31 8330 Conduct Construction Public Meeting #4 Pre -Construction 32 8350 Construction Start 33 8370 Substantial Completion 34 8540 Construction Completion 35 9130 Notice of Completion/Green Sheet 36 9150 Construction Contract Closed 37 9420 Design Contract Closed 38 39 1.4 SUBMITTALS 40 A. Schedule Submittal & Review 41 The City's Project Manager is responsible for reviews and acceptance of the Contractor's 42 schedule. The City's Project Control Specialist is responsible for ensuring alignmentof 43 the Contractor's baseline and progress schedules with the Master Project Schedule as 44 support to the City's Project Manager. The City reviews and accepts or rejects the 45 schedule within ten workdays of Contractor's submittal. 46 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised October 6, 2023 013216-8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 1 1. ScheduleFonnat 2 The Contractor will submit each schedule in two electronic forms, one in native file 3 format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document 4 management system in the location dedicated for this purpose and identified by the 5 Project Manager. In the event the Contractor does not use Primavera P6 or MS 6 Project for scheduling purposes, the schedule information must be submitted in .xls or 7 .xlsx format in compliance with the sample layout (See Specification 01 3216.1 8 Construction Project Schedule Baseline Example), including activity predecessors, 9 successors and total float. 10 11 2. Initial & Baseline Schedule 12 The Contractor will develop their schedule for their scope of work and submit their 13 initial schedule in electronic form (in the file formats noted above), in the City's 14 document management system in the location dedicated for this purpose at least S 15 working days prior to Pre Construction Meeting. 16 17 The City's Project Manager and Project Control Specialist review this initial schedule 18 to determine alignment with the City's Master Project Schedule, including format & 19 WBS structure. Following the City's review, feedback is provided to the Contractor 20 for their use in finalizing their initial schedule and issuing (within five workdays) their 21 Baseline Schedule for final review and acceptance by the City. 22 23 3. Progress Schedule 24 The Contractor will update and issue their project schedule (Progress Schedule) by the 25 last day of each month throughout the life of their work on the project. The Progress 26 Schedule is submitted in electronic form as noted above, in the City's document 27 management system in the location dedicated for this purpose. 28 29 The City's Project Control team reviews each Progress Schedule for data and 30 information that support the assessment of the update to the schedule. In the event 31 data or information is missing or incomplete, the Project Controls Specialist 32 communicates directly with the Contractor's scheduler for providing same. The 33 Contractor re -submits the corrected Progress Schedule within S workdays, following 34 the submittal process noted above. The City's Project Manager and Project Control 35 Specialist review the Contractor's progress schedule for acceptance and to monitor 36 performance and progress. 37 38 The following list of items are required to ensure proper status information is 39 contained in the Progress Schedule. 40 • Baseline Start date 41 • Baseline Finish Date 42 • % Complete 43 • Float 44 • Activity Logic (dependencies) 45 • Critical Path 46 • Activities added or deleted 47 • Expected Baseline Finish date 48 • Variance to the Baseline Finish Date 49 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised October 6, 2023 01 32 16 - 9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 B. Monthly Construction Status Report 2 The Contractor submits a written status report (referred to as a progress narrative) at the 3 monthly progress meeting (if monthly meetings are held) or at the end of each month to 4 accompany the Progress Schedule submittal, using the standard format providedin 5 Specification 01 32 16.3 Construction Project Schedule Progress Narrative. The content 6 of the Construction Project Schedule Progress Narrative should be concise andcomplete 7 to include only changes, delays, and anticipated problems. 8 9 C. Submittal Process 10 • Schedules and Monthly Construction Status Reports are submitted in in theCity's 11 document management system in the location dedicated for this purpose. 12 • Once the project has been completed and Final Acceptance has been issued bythe 13 City, no further progress schedules or construction status reports are required from 14 the Contractor. 15 1. 16 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.6 CLOSEOUT SUBMITTALS [NOT USED] 18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.8 QUALITY ASSURANCE 20 A. The person preparing and revising the construction Progress Schedule shallbe 21 experienced in the preparation of schedules of similar complexity. 22 B. Schedule and supporting documents addressed in this Specification shall be prepared, 23 updated and revised to accurately reflect the performance of the construction. 24 C. Contractor is responsible for the quality of all submittals in this section meetingthe 25 standard of care for the construction industry for similar projects. 26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.10 FIELD [SITE] CONDITIONS [NOT USED] 28 1.11 WARRANTY [NOT USED] 29 1.12 ATTACHMENTS 30 Spec 0132 16.1 Construction Project Schedule Baseline Example 31 Spec 0132 16.2 Construction Project Schedule Progress Example 32 Spec 0132 16.3 Construction Project Schedule Progress Narrative 33 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised October 6, 2023 01 32 16 - 10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 2 PART 2 - PRODUCTS [NOTUSED] 3 PART 3 - EXECUTION [NOT USED] 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule specifications. 10/06/2023 Michael Owen Added "Juneteenth" to list of City Holidays under 1.3 G. "Schedule Calendar" CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised October 6, 2023 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Pagel of 5 1 SECTION 0132 16.1 2 CONSTRUCTION SCHEDULE — BASELINE EXAMPLE 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 38 39 40 41 42 43 44 45 46 The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the baseline for the project. This version of the schedule is referred to as a "baseline" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a baseline schedule. See CFW Specification 0132 16 Construction Schedule for details and requirements regarding the Contractor's project schedule. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised August 13, 2021 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 2 of 5 x 00 z r L O N c• C Q i t] • i ❑ ^I O a O � _ rF1 m O Q U .a m 2 �2 ��2 m- mmm -m� J..� w w m m m m m m 0 , C J m 0 0 N a E d V V C(t5 c i a' N OL m P a ro 5 s t a wz d Q d a o O a: z fa m co a [� CJ cg r u] ❑ d r r in w M p Cn c m 1.L LL V U z z° I I I CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised August 13, 2021 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE - BASELINE EXAMPLE Page 3 of 5 x F-� 00 z r L � a c C Q r - tr) V �i a--� Q : w ❑e 0W O • , _r_ : C d �. 16� -- rz o 0 0 0 0 0 0 o c N o 0 0 0 0 0 0 � _ O O ��m ommo�� ono mmm mm�m�o m��c�i[siro ,� c m O U m m m m m m m m s V, z❑ i� o o m m m m❑ oo z o❑❑ i❑ m o o❑❑ Q a a i`3 J a5' 00 O O O ZZ , 9❑ � (� (n N L a E +� � a Q 0 o ti a E V V tt5 0) n a � O E c o G chi E E is. - E E E 2in — E 6 d U Yn � r � � u] in d � U Xr _ � c� O p� � o2 �mAXA 2 m o E I CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised August 13, 2021 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 4 of 5 x H o 00 z x L C Q Fi l � O rrTT 4 ❑i,i Qi yV" O I� I O U :3 on ' Z ❑ .0 J m oo16 Is QOo8o L a +� � a Q o� a E V V o � d to U V s c� 9 t� z m h 1 c 0 rg II U � S � Cg ff ECg -- E #� 'F ru t'j b m rn rn m o� or c > E rn U C) III z,� I CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised August 13, 2021 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 5 of 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised August 13, 2021 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 0132 16.2 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Pagel of 5 SECTION 0132 16.2 CONSTRUCTION SCHEDULE — PROGRESS EXAMPLE PART1- GENERAL The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the progress for the project. This version of the schedule is referred to as a "progress schedule. This example is intended to provide guidance for the Contractor when developing and submitting a progress schedule. See CFW Specification 0132 16 Construction Schedule for details and requirements regarding the Contractor's project schedule. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised August 13, 2021 0132 16.2 CONSTRUCTION PROGRESS SCHEDULE - PROGRESS EXAMPLE Page 2 of 5 E-� , , Q ------------------- —____ ___________a______—� ---------- -- CO -------------- 94 Qo 0 0 o v co ¢ ¢ ¢ ¢ m �2 m w m m w w �2 22 �2 �2. 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Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised August 13, 2021 0132 16.3 —PROGRESS NARRATIVE Page 1 of 1 SECTION 0132 16.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Contractor Company Name: City Project No: Contractor Schedule Contact: City Project Manager: A. List oT activities cnangea in the reporting perioa. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) t$. List any potential aeiays ana proviae mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) C. List any actual delays and provide recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) City of Fort Worth, Texas Construction Project Schedule Narrative Report for CFW Projects Water and Sanitary Sewer Replacement Contract 2019, WSM-1 Revised August 13, 2021 City Project No. 103415 Page 1 of 1 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 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 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0133 00 SUBMITTALS 01 33 00 - 1 SUBMITTALS Pagel of 8 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 this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 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 36 37 38 39 40 41 42 43 44 45 46 01 33 00 - 2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8'/2 inches x 11 inches to 8 1/2 inches x 1 Iinches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 20, 2012 01 33 00 - 3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of- 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations 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 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 20, 2012 01 33 00 - 4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units 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 construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 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 36 37 38 39 40 41 42 43 44 45 46 47 48 01 33 00 - 5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City 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 responsibility 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 City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 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 36 37 38 39 40 41 42 43 44 45 46 47 48 49 01 33 00 - 6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. 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 conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 20, 2012 01 33 00 - 7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance 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 units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 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 clarification 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 "01" 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 information 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 1.6 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 ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 20, 2012 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 01 33 00 - 8 SUBMITTALS Page 8 of 8 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 20, 2012 013513-1 SPECIAL PROJECT PROCEDURES Pagel of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Use of Explosives, Drop Weight, Etc. 12 e. Water Department Notification 13 f. Public Notification Prior to Beginning Construction 14 g. Coordination with United States Army Corps of Engineers 15 h. Coordination within Railroad permits areas 16 i. Dust Control 17 j. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1— General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 11, 2022 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2. Railroad Flagmen 2 a. Measurement 3 1) Measurement for this Item will be per working day. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 will be paid for each working day that Railroad Flagmen are present at the 7 Site. 8 c. The price bid shall include: 9 1) Coordination for scheduling flagmen 10 2) Flagmen 11 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification, unless a date is specifically cited. 20 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 21 High Voltage Overhead Lines. 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination with the Texas Department of Transportation 24 1. When work in the right-of-way which is under the jurisdiction of the Texas 25 Department of Transportation (TxDOT): 26 a. Notify the Texas Department of Transportation prior to commencing any work 27 therein in accordance with the provisions of the permit 28 b. All work performed in the TxDOT right-of-way shall be performed in 29 compliance with and subject to approval from the Texas Department of 30 Transportation 31 B. Work near High Voltage Lines 32 1. Regulatory Requirements 33 a. All Work near High Voltage Lines (more than 600 volts measured between 34 conductors or between a conductor and the ground) shall be in accordance with 35 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 36 2. Warning sign 37 a. Provide sign of sufficient size meeting all OSHA requirements. 38 3. Equipment operating within 10 feet of high voltage lines will require the following 39 safety features 40 a. Insulating cage -type of guard about the boom or arm 41 b. Insulator links on the lift hook connections for back hoes or dippers 42 c. Equipment must meet the safety requirements as set forth by OSHA and the 43 safety requirements of the owner of the high voltage lines 44 4. Work within 6 feet of high voltage electric lines 45 a. Notification shall be given to: CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 11, 2022 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 1) The power company (example: ONCOR) 2 a) Maintain an accurate log of all such calls to power company and record 3 action taken in each case. 4 b. Coordination with power company 5 1) After notification coordinate with the power company to: 6 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 7 lower the lines 8 c. No personnel may work within 6 feet of a high voltage line before the above 9 requirements have been met. 10 C. Confined Space Entry Program 11 1. Provide and follow approved Confined Space Entry Program in accordance with 12 OSHA requirements. 13 2. Confined Spaces include: 14 a. Manholes 15 b. All other confined spaces in accordance with OSHA's Permit Required for 16 Confined Spaces 17 D. Use of Explosives, Drop Weight, Etc. 18 1. When Contract Documents permit on the project the following will apply: 19 a. Public Notification 20 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 21 prior to commencing. 22 2) Minimum 24 hour public notification in accordance with Section 01 31 13 23 E. Water Department Coordination 24 1. During the construction of this project, it will be necessary to deactivate, for a 25 period of time, existing lines. The Contractor shall be required to coordinate with 26 the Water Department to determine the best times for deactivating and activating 27 those lines. 28 2. Coordinate any event that will require connecting to or the operation of an existing 29 City water line system with the City's representative. 30 a. Coordination shall be in accordance with Section 33 12 25. 31 b. If needed, obtain a hydrant water meter from the Water Department for use 32 during the life of named project. 33 c. In the event that a water valve on an existing live system be turned off and on 34 to accommodate the construction of the project is required, coordinate this 35 activity through the appropriate City representative. 36 1) Do not operate water line valves of existing water system. 37 a) Failure to comply will render the Contractor in violation of Texas Penal 38 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 39 will be prosecuted to the full extent of the law. 40 b) In addition, the Contractor will assume all liabilities and 41 responsibilities as a result of these actions. 42 F. Public Notification Prior to Beginning Construction 43 1. Prior to beginning construction on any block in the project, on a block by block 44 basis, prepare and deliver a notice or flyer of the pending construction to the front 45 door of each residence or business that will be impacted by construction. The notice 46 shall be prepared as follows: CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 11, 2022 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 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) City of Fort Worth Door Hangers will be provided to the Contractor for distribution with their notice. 4) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 5) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer and door hangers are delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. 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 interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 11, 2022 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 1. At locations in the project where construction activities occur in areas where 2 railroad permits are required, meet all requirements set forth in each designated 3 railroad permit. This includes, but is not limited to, provisions for: 4 a. Flagmen 5 b. Inspectors 6 c. Safety training 7 d. Additional insurance 8 e. Insurance certificates 9 f. Other employees required to protect the right-of-way and property of the 10 Railroad Company from damage arising out of and/or from the construction of 11 the project. Proper utility clearance procedures shall be used in accordance 12 with the permit guidelines. 13 2. Obtain any supplemental information needed to comply with the railroad's 14 requirements. 15 3. Railroad Flagmen 16 a. Submit receipts to City for verification of working days that railroad flagmen 17 were present on Site. 18 J. Dust Control 19 1. Use acceptable measures to control dust at the Site. 20 a. If water is used to control dust, capture and properly dispose of waste water. 21 b. If wet saw cutting is performed, capture and properly dispose of slurry. 22 K. Employee Parking 23 1. Provide parking for employees at locations approved by the City. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 31 1.12 WARRANTY [NOT USED] 32 PART 2 - PRODUCTS [NOT USED] 33 PART 3 - EXECUTION [NOT USED] 34 END OF SECTION 35 Revision Log CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 11, 2022 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 DATE NAME SUMMARY OF CHANGE 1.4.13— Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit Remove references to Air Pollution watch Days and NCTCOG Clean construction 3/11/2022 M Owen Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 11, 2022 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 01 35 13 -7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 11. 2022 1 2 9 4 Date: EXHIBIT B FORT WORTH DOE NO. XXXX Project Name: 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) LIB MR. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 11, 2022 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1- GENERAL 4 1.1 SUMMARY 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 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to the City's document management system, or another external 38 FTP site approved by the City. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 9, 2020 01 45 23 - 2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 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 SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 29 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 9, 2020 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Pagel of4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 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 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 3. Specification 33 04 30 — Temporary Water Facilities 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement 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 A. Temporary Utilities 26 1. Obtaining Temporary Service 27 a. Make arrangements with utility service companies for temporary services. 28 b. Abide by rules and regulations of utility service companies or authorities 29 having jurisdiction. 30 c. Be responsible for utility service costs until Work is approved for Final 31 Acceptance. 32 1) Included are fuel, power, light, heat and other utility services necessary for 33 execution, completion, testing and initial operation of Work. 34 2. Water 35 a. Contractor to provide water required for and in connection with Work to be 36 performed and for specified tests of piping, equipment, devices or other use as 37 required for the completion of the Work. 38 b. Provide and maintain adequate supply of potable water for domestic 39 consumption by Contractor personnel and City's Project Representatives. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 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 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 c. If required, provide temporary water service needed to maintain customer service to the public during project, in accordance with Section 33 04 30 — Temporary Water Services. d. Coordination 1) Contact City 1 week before water for construction is desired e. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit 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 environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of4 1 D. Temporary Fencing 2 1. Provide and maintain for the duration or construction when required in contract 3 documents 4 E. Dust Control 5 1. Contractor is responsible for maintaining dust control through the duration of the 6 project. 7 a. Contractor remains on -call at all times 8 b. Must respond in a timely manner 9 F. Temporary Protection of Construction 10 1. Contractor or subcontractors are responsible for protecting Work from damage due 11 to weather. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. Temporary Facilities 27 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR] / [RESTORATION] 2 3.6 RE -INSTALLATION 3 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 a 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9/19/25 M Owen 1.1.C. — Referenced 33 04 30 Temporary Water Facilities 1.4.A.2. — Provided clarification re: temporary water service for the public CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised September 19, 2025 01 55 26 - 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 30 traffic. 31 b. When traffic control plans are included in the Drawings, provide Traffic 32 Control in accordance with Drawings and Section 34 71 13. 33 c. When traffic control plans are not included in the Drawings, prepare traffic 34 control plans in accordance with Section 34 71 13 and submit to City for 35 review. 36 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 22, 2021 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) A traffic control "Typical" published by City of Fort Worth, the Texas 2 Manual unified Traffic Control Devices (TMUTCD) or Texas Department 3 of Transportation (TxDOT) can be used as an alternative to preparing a 4 project/site specific traffic control plan if the typical is applicable to the 5 specific project/site. 6 B. Street Use Permit 7 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 8 a. To obtain Street Use Permit, submit Traffic Control Plans to City 9 Transportation and Public Works Department. 10 1) Allow a minimum of 5 working days for permit review. 11 2) Contractor's responsibility to coordinate review of Traffic Control plans for 12 Street Use Permit, such that construction is not delayed. 13 C. Modification to Approved Traffic Control 14 1. Prior to installation traffic control: 15 a. Submit revised traffic control plans to City Department Transportation and 16 Public Works Department. 17 1) Revise Traffic Control plans in accordance with Section 34 71 13. 18 2) Allow minimum 5 working days for review of revised Traffic Control. 19 3) It is the Contractor's responsibility to coordinate review of Traffic Control 20 plans for Street Use Permit, such that construction is not delayed. 21 D. Removal of Street Sign 22 1. If it is determined that a street sign must be removed for construction, then contact 23 City Transportation and Public Works Department, Signs and Markings Division to 24 remove the sign. 25 E. Temporary Signage 26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 28 Devices (MUTCD). 29 2. Install temporary sign before the removal of permanent sign. 30 3. When construction is complete, to the extent that the permanent sign can be 31 reinstalled, contact the City Transportation and Public Works Department, Signs 32 and Markings Division, to reinstall the permanent sign. 33 F. Traffic Control Standards 34 1. Traffic Control Standards can be found on the City's website. 35 1.5 SUBMITTALS 36 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 22, 2021 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1 A.A. Added language to emphasize minimizing of lane closures and impact to traffic. 1 A.A.l.c Added language to allow for use of published traffic control "Typicals" if 3/22/21021 M. Owen applicable to specific project/site. IAF. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 22, 2021 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1— General Requirements 13 3. Section 3125 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than I acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 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 36 37 38 39 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 0133 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 0157 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 0133 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [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] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 14 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 01 58 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 I B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0160 00 PRODUCT REQUIREMENTS 01 60 00 - 1 PRODUCT REQUIREMENTS Page 1 of 2 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is available through the City's website at: 16 hgps:Hgpps.fortworthtexas. og v/ProjectResources/ and following the directory path: 17 1. 02-Construction Documents/Standard Products List 18 B. Only products specifically included on City's Standard Product List in these Contract 19 Documents shall be allowed for use on the Project. 20 1. Any subsequently approved products will only be allowed for use upon specific 21 approval by the City. 22 C. Any specific product requirements in the Contract Documents supersede similar 23 products included on the City's Standard Product List. 24 1. The City reserves the right to not allow products to be used for certain projects even 25 though the product is listed on the City's Standard Product List. 26 D. Although a specific product is included on City's Standard Product List, not all 27 products from that manufacturer are approved for use, including but not limited to, that 28 manufacturer's standard product. 29 E. See Section 0133 00 for submittal requirements of Product Data included on City's 30 Standard Product List. 31 1.5 SUBMITTALS [NOT USED] 32 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 9, 2020 016000-2 PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY, STORAGE, AND HANDLING [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 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City website. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 9, 2020 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer'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 Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH W ter and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 016600-3 PRODUCT STORAGE AND HANDLING 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 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH W ter and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 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 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised November 22, 2016 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 3. Mobilizations and Demobilization for Miscellaneous Projects 2 a. Mobilization and Demobilization 3 1) Mobilization shall consist of the activities and cost on a Work Order basis 4 necessary for: 5 a) Transportation of Contractor's personnel, equipment, and operating 6 supplies to the Site for the issued Work Order. 7 b) Establishment of necessary general facilities for the Contractor's 8 operation at the Site for the issued Work Order 9 2) Demobilization shall consist of the activities and cost necessary for: 10 a) Transportation of Contractor's personnel, equipment, and operating 11 supplies from the Site including disassembly for each issued Work 12 Order 13 b) Site Clean-up for each issued Work Order 14 c) Removal of all buildings or other facilities assembled at the Site for 15 each Work Oder 16 b. Mobilization and Demobilization do not include activities for specific items of 17 work for which payment is provided elsewhere in the contract. 18 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 19 a. A Mobilization for Miscellaneous Projects when directed by the City and the 20 mobilization occurs within 24 hours of the issuance of the Work Order. 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1— General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment [Consult City Department/Division for direction on if 28 Mobilization pay item to be included or the item should be subsidiary. Include the 29 appropriate Section 1.2 A. 1.] 30 1. Mobilization and Demobilization 31 a. Measure 32 1) This Item is considered subsidiary to the various Items bid. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 are subsidiary to the various Items bid and no other compensation will be 36 allowed. 37 2. Remobilization for suspension of Work as specifically required in the Contract 38 Documents 39 a. Measurement 40 1) Measurement for this Item shall be per each remobilization performed. 41 b. Payment 42 1) The work performed and materials furnished in accordance with this Item 43 and measured as provided under "Measurement" will be paid for at the unit 44 price per each "Specified Remobilization" in accordance with Contract 45 Documents. 46 c. The price shall include: CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised November 22, 2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 1) Demobilization as described in Section 1.1.A.2.a.1) 2 2) Remobilization as described in Section 1.1.A.2.a.2) 3 d. No payments will be made for standby, idle time, or lost profits associated this 4 Item. 5 3. Remobilization for suspension of Work as required by City 6 a. Measurement and Payment 7 1) This shall be submitted as a Contract Claim in accordance with Article 10 8 of Section 00 72 00. 9 2) No payments will be made for standby, idle time, or lost profits associated 10 with this Item. 11 4. Mobilizations and Demobilizations for Miscellaneous Projects 12 a. Measurement 13 1) Measurement for this Item shall be for each Mobilization and 14 Demobilization required by the Contract Documents 15 b. Payment 16 1) The Work performed and materials furnished in accordance with this Item 17 and measured as provided under "Measurement' will be paid for at the unit 18 price per each "Work Order Mobilization" in accordance with Contract 19 Documents. Demobilization shall be considered subsidiary to mobilization 20 and shall not be paid for separately. 21 c. The price shall include: 22 1) Mobilization as described in Section 1.1.A.3.a.1) 23 2) Demobilization as described in Section 1.1.A.3.a.2) 24 d. No payments will be made for standby, idle time, or lost profits associated this 25 Item. 26 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 27 a. Measurement 28 1) Measurement for this Item shall be for each Mobilization and 29 Demobilization required by the Contract Documents 30 b. Payment 31 1) The Work performed and materials furnished in accordance with this Item 32 and measured as provided under "Measurement' will be paid for at the unit 33 price per each "Work Order Emergency Mobilization" in accordance with 34 Contract Documents. Demobilization shall be considered subsidiary to 35 mobilization and shall not be paid for separately. 36 c. The price shall include 37 1) Mobilization as described in Section 1.1.A.4.a) 38 2) Demobilization as described in Section 1.1.A.3.a.2) 39 d. No payments will be made for standby, idle time, or lost profits associated this 40 Item. 41 1.3 REFERENCES [NOT USED] 42 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 43 1.5 SUBMITTALS [NOT USED] 44 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 45 1.7 CLOSEOUT SUBMITTALS [NOT USED] CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised November 22, 2016 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE [NOT USED] 3 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 5 1.12 WARRANTY [NOT USED] 6 PART 2 - PRODUCTS [NOT USED] 7 PART 3 - EXECUTION [NOT USED] 8 7 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised November 22, 2016 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 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 Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 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 A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various 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. 3. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised February 14, 2018 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for "Construction Staking" shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include, but not be limited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as -built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey - The survey measurements made prior to or while 13 construction is in progress to control elevation, horizontal position, dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As -built Survey —The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking — The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey "Field Checks" — Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 27 website) — 01 71 23.16.01— Attachment A —Survey Staking Standards 28 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 32 Surveying in the State of Texas, Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254 (qualifications based selection) for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 0133 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised February 14, 2018 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As -built Redline Drawing Submittal 7 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 10 — Survey Staking Standards) . 11 2. Contractor shall submit the proposed as -built and completed redline drawing 12 submittal one (1) week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as -built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re -stake for any reason, the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City, a 29 sufficient number of stakes or markings have been lost, destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re -stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut, the Contractor shall perform 41 construction survey and verify control data including, but not limited to, the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised February 14, 2018 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2) Use of Benchmarks to furnish and maintain all reference lines and grades 2 for tunneling. 3 3) Use of line and grades to establish the location of the pipe. 4 4) Submit to the City copies of field notesused to establish all lines and 5 grades, if requested, and allow the City to check guidance system setup prior 6 to beginning each tunneling drive. 7 5) Provide access for the City, if requested, to verify the guidance system and 8 the line and grade of the carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 correction of it, as required. 11 7) Monitor line and grade continuously during construction. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and submit daily records to the City. 14 9) If the installation does not meet the specified tolerances (as outlined in 15 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 16 the installation in accordance with the Contract Documents. 17 C. As -Built Survey 18 1. Required As -Built Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor is to coordinate with City to confirm which features require as- 21 built surveying. 22 b. It is the Contractor's responsibility to coordinate the as -built survey and 23 required measurements for items that are to be buried such that construction 24 activities are not delayed or negatively impacted. 25 c. For sewer mains and water mains 12" and under in diameter, it is acceptable 26 to physically measure depth and mark the location during the progress of 27 construction and take as -built survey after the facility has been buried. The 28 Contractor is responsible for the quality control needed to ensure accuracy. 29 3. General 30 a. The Contractor shall provide as -built survey including the elevation and 31 location (and provide written documentation to the City) of construction 32 features during the progress of the construction including the following: 33 1) W ter Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 (1) Minimum every 250 linear feet, including 37 (2) Horizontal and vertical points of inflection, curvature, 38 etc. 39 (3) Fire line tee 40 (4) Plugs, stub -outs, dead-end lines 41 (5) Casing pipe (each end) and all buried fittings 42 2) Sanitary Sewer 43 a) Top of pipe elevations and coordinates for force mains and siphon 44 sanitary sewer lines (non -gravity facilities) at the following locations: 45 (1) Minimum every 250 linear feet and any buried fittings 46 (2) Horizontal and vertical points of inflection, curvature, 47 etc. 48 3) Stormwater — Not Applicable CITY OF FORT WORTH W ter and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised February 14, 2018 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as -built survey including the elevation and 2 location (and provide written documentation to the City) of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) W ter Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults (All sizes) 10 d) Fire hydrants 11 e) Valves (gate, butterfly, etc.) 12 f) Air Release valves (Manhole rim and vent pipe) 13 g) Blow off valves (Manhole rim and valve lid) 14 h) Pressure plane valves 15 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater — Not Applicable 25 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2 - PRODUCTS 29 A. A construction survey will produce, but will not be limited to: 30 1. Recovery of relevant control points, points of curvature and points of intersection. 31 2. Establish temporary horizontal and vertical control elevations (benchmarks) 32 sufficiently permanent and located in a manner to be used throughout construction. 33 3. The location of planned facilities, easements and improvements. 34 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 35 areas, utilities, streets, highways, tunnels, and other construction. 36 b. A record of revisions or corrections noted in an orderly manner for reference. 37 c. A drawing, when required by the client, indicating the horizontal and vertical 38 location of facilities, easements and improvements, as built. 39 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 40 construction staking projects. These cut sheets shall be on the standard city template 41 which can be obtained from the Survey Superintendent (817-392-7925). 42 5. Digital survey files in the following formats shall be acceptable: 43 a. AutoCAD (.dwg) 44 b. ESRI Shapefile (.shp) CITY OF FORT WORTH W ter and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised February 14, 2018 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions 5 PART 3 - EXECUTION 6 3.1 INSTALLERS 7 A. Tolerances: 8 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental. The tolerances listed hereafter are 11 based on generalities and, under certain circumstances, shall yield to specific 12 requirements. The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances. 15 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 16 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft. tolerance. 18 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 19 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally, along a boundary or any other restrictive line. Away from any 22 restrictive line, these facilities should be staked with an accuracy producing no 23 more than 0.05ft. tolerance from their specified locations. 24 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 25 electric lines, shall be located horizontally within their prescribed areas or 26 easements. Within assigned areas, these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained. Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance, should not exceed 0.1 ft. 32 tolerance. 33 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3. LA. 39 2. Vertical locations shall be established from a pre -established benchmark and 40 checked by closing to a different bench mark on the same datum. 41 3. Construction survey field work shall correspond to the client's plans. Irregularities 42 or conflicts found shall be reported promptly to the City. 43 4. Revisions, corrections and other pertinent data shall be logged for future reference. 44 CITY OF FORT WORTH W ter and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised February 14, 2018 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR / RESTORATION 5 A. If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City, the monuments shall be adequately referenced for 7 expedient restoration. 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. 11 b. The City may require at any time a survey "Field Check" of any monument 12 or benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. 14 3.6 RE -INSTALLATION [NOT USED] 15 3.7 FIELD [OR] SITE QUALITY CONTROL 16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way, if 18 noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A. Survey Checks 22 1. The City reserves the right to perform a Survey Check at any time deemed 23 necessary. 24 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 Revision Log CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised February 14, 2018 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised February 14, 2018 FORT WORTH Section 01 71 23.01 - Attachment A Survey Staking Standards February 2017 K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 26 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking Vill. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 26 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER IRRIGATION AND RECLAIMED WATER III. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 26 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for 'Zoning Maps'. Under 'Layers' , expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or anything that needs vertical grading with a tolerance of 0.25' or less is allowed. D. Control Points Set All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, 'X' in concrete, or any other appropriate item with a stable base and of a semi -permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. — If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model used, Example: GEOID12A K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 26 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_ Conformal_ Conic Fa Ise_Easti ng: 1968500.00000000 False —Northing: 6561666.66666667 Central Meridian:-98.50000000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude —Of —Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format txt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234 As -built of Water on Main Street Grid NAD83 TXSP 4202.csv K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 26 File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv Example Control Stakes K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 26 Z 1016 CP LY W m z D z z 0 n J ry z 0 0 ON TO s EL.= 100,00' p W z ~ W 0 0 01) = u LLJ w Q � z W W 0 d_ � Cj:� N=5000.00 E=5000.00 V. Water Staking Standards K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 26 A. Centerline Staking —Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 26 g z U /oSi$/ � w \ �/ = + EL- e.s CO \ � � \ � \ \ \ % 3§ ƒ Z < \ (j ? \ � \� \ Ld 0 1 \ § i / \ § k � o_ a § \\ ] > S 8` \ /E \C=gj G §§ / § [) ?j 4 ( EE 2 L %6 E � «=z &§Li 0 ; ��*\ 2 »�@� /§\] §.,«o �$\a M 2 g7 t m VE Sanitary Sewer Staking K3F W_U @ m e\0 B ml8 IDDW-2 19- S M-&SPEC WS M-KF»al RGson J1 eenea l-Re G e ment of 71 2 a E01 m% a m m!A Su &p Staking Standardsdoa Page ga26 A. Centerline Staking — Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 26 Uli C9 U Q Y W N Z �j W W :1 12' 0f5 qL 55 }Q o Fn �a CA Darn c Example Sanitary Sewer Stakes $$ II II STA=3tT1m II at C-4- II'Z C-4uII ¢ G-4m 3: uII STA.-3+71M II � vi C-3m LU �8a W Uj C� C, N W ~ Z W � ma 1, W Zw 50 0 W Zl W W Li a zW u -0 F x _= F W a _a FTT N+ w Fi` N O W F3F Oz Z 80 0rJ Q 12' 0f$ 55 S—TA -0+ 1� LL �n z C9 r FN H� O� N O V W cC 11 aW_j m J J Jf/ = m Z ~ r �o J m U-C, a O W lC LW U Z aZ mC3 0 = C[ : K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 26 VII. Storm Sewer & Inlet Staking A. Centerline Staking — Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet = 16.00' total length III. Recessed 10' Inlet = 20.00' total length IV. Standard double 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 26 Example Storm Inlet Stakes FRONT (SIDE FACING CE) BACK (SIDE FAMC R.MW.) Pcnrr } I* i HL9 ELEVAnDI HUB WH TACK BACK OF CURB FLONLINE EDGE OF PAVEMENT 5-4 R, D m m 0 m z r m 1 z IDENTIFIES WHICH E34D OF THE WIND J BEING STAKED V, NO FLAGGING, REQUIRED IN LIEU OF FINK PAINTED LATH II INLET STATION t I,IF NOTED ON PLANS) T/C IDENTIFIES GRADE TO TOP OF CURB O IDENTIFIES GRADE TO FLOWLINE T BACK OWE FAONC R.O.W.} PONT $ NUB E4EVAMON a a FRONT ( SIDE FACING 'Z) 0 r� .n n T/0 ITL CJ J L— DISTANCES FOR INLETS STANDARD 10' - 16' RECESSED 10" - 20f STANDARD DOUBLE 10' - 26.67' — — — — — — — RECESSED DOUBLE 10_ —36_67 — — — — — — — — — — I I BACK OF INLET F I I •+•� '�i: :�: y:: � ',1i. .fie ... • I W•• y M, al bl IAARH�OLE • ; � I RI .: I IDENTIFIES IHICH END OF THE NiNG BONG STAKED BACK OF CURB — — FLOWUNE — — — EDGE CF PAVEMENT K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 26 VIII. Curb and Gutter Staking A. Centerline Staking — Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 26 FRONT (SIDE FACING Ct) Example Curb & Gutter Stakes BACK IDQ•I➢FlES OFFSET 13 m (SIDE FACING R.O.W.) f 6wJ Cr'UAE cIR F/0 FOR FA,X •:,F CUF® FRONT (SIDE FACING CL) 0 0 8/ FR O I`J T lrjurnnEs sTAR7 FC aDE FAC:IIJG ' P0111 CF CURVATURE �` ) FRONT ieQdnREs ETIo (sDE FACMC PODIT OF TIV GENT V7 F7L: / m ti PT a. O 'Olt III I PCINT y "s_ fi s/c III I N III I III I r e ICfJITIFlES GRADE I D T/� Tr PJP OF GUFB o III I RADE ON HUB ELEVATION TI mal s FMT3 NO FLAGGING REQUIRED IN LIEU OF PINK: PAINTED LATH !) + I I �Fr •� y / ! / TOP OF CURB / BACK OF CURB FACE OF CURB FLO V&l N E EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 26 e Bet, Ekkm C3�=e z ,b Oct I � � � $ a §kS d OL � [ g� k, z jEt e ( \ 0 0(L -�yEl y�`^ ! |, z 2 \ * \Apiz Lj CO � ! ' - !} » 5I r e », 7 I/ Z. y/� me « _e �\}w (§e± /®L� z �§44x k �4,m \ \ « am = M3VG : rl z� m »P a I3 3 & -1 Z 0 q"L ƒ z® x ate: 1-2 (01 & 2"§'x ,01 / § &§\ £ * f § d f OL a■$� K3F W_U @ m e\0 B ml8 IDDW-2 19- S M-&SPEC WS M-KF»al RGson J1 eenea l-Re G e ment of 71 2 a E01 m% a m m!A Su &p Staking Standardsdoa Page 16 of 26 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Date: Standard City Cut Sheet City Project Number: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET -LT/+RT DESCRIPTION PROP. GRADE STAKED ELEV. -CUT + FILL K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 26 X. As -built Survey A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted. See section IV. As -built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub -outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 26 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 26 K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 20 of 26 � - p.ODDD - OWL tIW.aA7LW RM ` sTA. p'fM - 0WL (rWrD DR f BMW pXr. (P' 1N9`ER P �iLr+ �k�xrzTr-, / ��( A�A47L63f - LK L6 swa �aa�wpro, ate.• vzvsass BEHOVE E1'15T. 12'WAM? Y S1.1 ST.A.0-57M - 12'WL (FL(YD LW) sr�aFLR"E & $" AGE EXIST GTE VALVE & 9CAZ CML' O F,r WAPR dTALL ;,L-&M t P6AE VY(E 06 A [1 STA.Q•ew�- 0WL )AKTALL, I hLY$•'/EMBEND S7A fYBSS6 - UWL M-6wool-V25 WMALL E-zMx7,`W6 1'gX FAAV W TEE h BWFE VAVE`VV 1- FM fffLN(PNi 11 Lr 0. HYawr LEV go,' N-e"9d(LtY0�72�99 tit E�292,igB LOr r i`� CP,'fS va c+m+nnwr.r�rxara D.iZBlAO E„WDp £1 v. jrziao I P///IE.j✓IVf///r ��%//� � rtt Pfii3P05ED A L RE & SA1V"- SAV111TAWY S EXIST aE VALVE SEE SIDE STACM.3'2B7 - IY`W �, A IN57AL� �( I-(2'NSYE1iT.8END �x �snawve�.enrum y A^li.W7D�l:d691 rw��m LL: j\j ST'& DC= - 12'WL (F'LMD AR1 STA �57.58 - 11 M N.: - 0 LV5TA U, 1AW AU. 1-ZA" Si7L!D SLEEVE 1-r2R.45�E4,? EFNO BEND LF Or I2 WER PIFE *65ffL,55' f7. CO WE'r TV 4JC157. 0WATER F-7751SRi32�N3 £��3CN$37fJ N�£4671,e[i47rrl - E•2 ZUE K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 26 K: 23.16.01_Attachment A_Survey Staking Standards.docx Page 22 of 26 i S� 71 K:\FTW_Util 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 26 nts\01 71 Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO, NORTHING EASTING EIFV. DESCRIPTION 1 5946257.189 2296079.165 726.09 SSMH RIM f G-lZU 2 594626C.893 2296062.141 725.668 GV RIM 3 6946307.399 2296038,306 726.85 GV RIM Cc -N1 - #L �S 4 5946220.582 ZZ96011.025 123358 SSMH HIM 5 6946195.23 2296015.115 722.123 GV RIM 5 694619C.S28 2296022.721 722.325 rH i 7 5916136.012 2295991115 719.448 WM RIM 8 5946002.267 2295919.133 713331 WM RIM * T 9 5946003.056 2295933.418 713.652 CO RIM 10 6945984.677 229588C.52 711.662 SSMH RIM 11 6945986.473 2295969.892 71C.046 WM RIM 12 6945895.077 2295860.962 707.72 WM RIM p 13 6945896.591 2295862.188 708.205 WM RIM 11 694S934.286 2295941.925 709.467 WM RIM 15 6945936.72.7 2295830.441 710.084 CO RIM CCG (-b 16 6945935.678 2295799.707 707.774 SSMH RIM / 17 6945917.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM 19 6945768.563 2295778,424 710.086 GV RIM 20 6945743.318 2295788.392 71C.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM 22 6945682.21 2295744.22 116.686 WM.RIM 23 6945621.902 2295569.471 723.76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM � C f�Li K'1 1) 25 6945571.059 2295655.195 727.514 SSMH RIM 26 6945539.498 2295667.903 729.123 WM RIM D 27 6945519.834 2295619.49 732.G89 WM RIM 28 6945417.879 2295580.27 740.521 WM RIM L I S7t% 29 6945456.557 2295643.145 736.451 CO RIM 30 6945387.356 2295597.101 740.756 GV RIM 31 6945370.698 2295606.793 740.976 GV RIM 32 6945393.53 2295610.559 740.408 FH 33 6945321.229 2795551.105 746.34 WM RIM 34 G945319.365 2295539,728 746.777 CO RIM 35 6945242.299 2295570.715 748.454 WM RIM 36 37 6945231624 6945206.483 2295544.626 2295529.305 149.59 SSMH RIM 751.058 WM RIMP r� 38 6945142.015 2295557.666 750.853 WM RIM Ste` 39 6945113.445 229552D.335 751.871 WM RIM 40 6945049.02 2295527.345 752.257 SSMH RIM s� up 41 6945041.024 2295552.675 751.79 WM RIM 7F 42 6945038.878 2295552.147 7S1.88 WM RIM S',�y� 43 b94500b397 2295518.135 752.615 WM RIM 31#�¢f 44 6944944.782 2295520.635 752.801 WM RIM - 45 6944943.432 2295556.479 752.156 WM RIM 46 6944960.416 2295534.397 752.996 SSMH RIM K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 26 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. K:\FTW_Utilities\061018411-CFW-2019-WSM-I\SPEC\WSM-I\Final\_Division-01_General-Requirements\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 26 137 Lill w Af K:\FTVV_Uti|ities\061018411'[FVV'Z0194NSM1\5PEC\VV5M-|\FinaK_Dividon'01_Genee|'Requirements\0171 2l10.0l_AtachmentA_SumeyStaking !tandards.docx Page 20of20 017423-1 CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1— General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 01 74 23 - 2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended 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 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY 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 comply 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 storm 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 Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 01 74 23 - 3 CLEANING Page 3 of 4 1 6. Handle materials 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 cleaned 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. Confine 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 minimum 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 storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 1 2 3 4 5 6 7 10 01 74 23 - 4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0177 19 CLOSEOUT REQUIREMENTS 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 22, 2021 01 77 19 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 0178 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. The Right-of-way shall be cleared of all construction materials, barricades, and 25 temporary signage. 26 4. Upon completion of Work associated with the items listed in the City's written 27 notice, inform the City, that the required Work has been completed. Upon receipt 28 of this notice, the City, in the presence of the Contractor, will make a subsequent 29 Final Inspection of the project. 30 5. Provide all special accessories required to place each item of equipment in full 31 operation. These special accessory items include, but are not limited to: 32 a. Specified spare parts 33 b. Adequate oil and grease as required for the first lubrication of the equipment 34 c. Initial fill up of all chemical tanks and fuel tanks 35 d. Light bulbs 36 e. Fuses 37 f. Vault keys 38 g. Handwheels CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 22, 2021 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 h. Other expendable items as required for initial start-up and operation of all 2 equipment 3 D. Notice of Project Completion 4 1. Once the City Project Representative finds the Work subsequent to Final Inspection 5 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 6 E. Supporting Documentation 7 1. Coordinate with the City Project Representative to complete the following 8 additional forms: 9 a. Final Payment Request 10 b. Statement of Contract Time 11 c. Affidavit of Payment and Release of Liens 12 d. Consent of Surety to Final Payment 13 e. Pipe Report (if required) 14 f. Contractor's Evaluation of City 15 g. Performance Evaluation of Contractor 16 F. Letter of Final Acceptance 17 1. Upon review and acceptance of Notice of Project Completion and Supporting 18 Documentation, in accordance with General Conditions, City will issue Letter of 19 Final Acceptance and release the Final Payment Request for payment. 20 3.5 REPAIR / RESTORATION [NOT USED] 21 3.6 RE -INSTALLATION [NOT USED] 22 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 3.11 CLOSEOUT ACTIVITIES [NOT USED] 27 3.12 PROTECTION [NOT USED] 28 3.13 MAINTENANCE [NOT USED] 29 3.14 ATTACHMENTS [NOT USED] 30 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M. Owen 3.4.0 Added language to clarify and emphasize requirement to "Clearing ROW" CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised March 22, 2021 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 0133 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel 32 2. Format 33 a. Size: 8 '/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 20, 2012 01 78 23 - 2 OPERATION AND MAINTENANCE 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 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial 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 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific 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 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 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 36 37 38 39 40 41 42 43 44 45 46 47 48 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended 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 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 20, 2012 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 I i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance 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 Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 20, 2012 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [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 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised December 20, 2012 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0178 39 PROJECT RECORD DOCUMENTS 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of 4 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents 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. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE 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 recorded 10 data to the final 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 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103415 Revised July 1, 2011 33 11 10- 1 DUCTILE IRON PIPE Page 1 of 14 1 SECTION 33 1110 2 DUCTILE IRON PIPE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Ductile Iron Pipe 3-inch through 64-inch for potable water, wastewater and reuse 7 applications 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 2.2.B.6.b.7 and 9 10 2. Modified 2.2.B.7.d.2 11 3. Deleted 2.2.B.14.b-d and f 12 4. Added 2.2.B.14.g 13 5. Added 2.2.B.14.h 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 16 Contract 17 2. Division 1 — General Requirements 18 3. Section 33 0131 — Closed Circuit Television (CCTV) Inspection 19 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 20 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 21 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 22 7. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 23 8. Section 33 1105 —Bolts, Nuts, and Gaskets 24 9. Section 33 11 11 —Ductile Iron Fittings 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Ductile Iron Pipe 28 a. Measurement 29 1) Measured horizontally along the surface from center line to center line of 30 the fitting, manhole, or appurtenance 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" will be paid for at the unit 34 price bid per linear foot for "DIP" installed for: 35 a) Various sizes 36 b) Various types of backfill 37 c) Various linings 38 d) Various Depths, for miscellaneous sewer projects only 39 e) Various restraints CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 33 11 10-2 DUCTILE IRON PIPE Page 2 of 14 f) Various uses c. The price bid shall include: 1) Furnishing and installing Ductile Iron Pipe with joints as specified by the Drawings 2) Mobilization 3) Polyethylene encasement 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement and compaction of embedment 10) Furnishing, placement and compaction of backfill 11) Trench water stops 12) Thrust restraint, if required in Contract Documents 13) Bolts and nuts 14) Gaskets 15) Clean-up 16) Cleaning 17) Disinfection 18) Testing 22 1.3 REFERENCES 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 A. Definitions 1. Gland or Follower Gland a. Non -restrained, mechanical joint fitting 2. Retainer Gland a. Mechanically restrained mechanical joint fitting B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation Officials (AASHTO). 3. American Society of Mechanical Engineers (ASME): a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 4. ASTM International (ASTM): a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpose Applications b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. d. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength. e. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for Water or Other Liquids. £ B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 33 11 10 - 3 DUCTILE IRON PIPE Page 3 of 14 1 g. 13633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 2 Steel. 3 5. American Water Works Association (AWWA): 4 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 5 Enamel and Tape - Hot Applied. 6 b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 7 c. M41, Ductile -Iron Pipe and Fittings. 8 6. American Water Works Association/American National Standards Institute 9 (AWWA/ANSI): 10 a. C 104/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. 11 b. C 105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 12 c. CI I I/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 13 d. C 115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 14 Threaded Flanges. 15 e. C 150/A21.50, Thickness Design of Ductile -Iron Pipe. 16 i C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. 17 g. C600, Installation of Ductile -Iron Water Mains and their Appurtenances 18 7. NSF International (NSF): 19 a. 61, Drinking Water System Components - Health Effects. 20 8. Society for Protective Coatings (SSPC): 21 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Submittals shall be in accordance with Section 0133 00. 25 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 26 specials. 27 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 28 A. Product Data 29 1. Interior lining 30 a. If it is other than cement mortar lining in accordance with AWWA/ANSI 31 C104/A21.4, including: 32 1) Material 33 2) Application recommendations 34 3) Field touch-up procedures 35 2. Thrust Restraint 36 a. Retainer glands, thrust harnesses or any other means 37 3. Gaskets 38 a. If hydrocarbon or other special gaskets are required 39 B. Shop Drawings — Furnish for Ductile Iron Pipe used in the water distribution system or 40 for a wastewater force main for 24-inch and greater diameters, including: 41 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 42 Texas including: 43 a. Working pressure CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 33 11 10-4 DUCTILE IRON PIPE Page 4 of 14 1 b. Surge pressure 2 c. Deflection 3 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed 4 Professional Engineer in Texas, to verify the restraint lengths shown in the 5 Drawings. 6 3. Lay schedule/drawing for 24-inch and greater diameters, sealed by a Licensed 7 Professional Engineer in Texas including: 8 a. Pipe class 9 b. Joints type 10 c. Fittings 11 d. Stationing 12 e. Transitions 13 f. Joint deflection 14 C. Certificates 15 1. Furnish an affidavit certifying that all Ductile Iron Pipe meets the provisions of this 16 Section, each run of pipe furnished has met Specifications, all inspections have 17 been made, and that all tests have been performed in accordance with 18 AWWA/ANSI C151/A21.51. 19 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B 117. 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE 23 A. Qualifications 24 1. Manufacturers 25 a. Finished pipe shall be the product of 1 manufacturer. 26 1) Change orders, specials, and field changes may be provided by a different 27 manufacturer upon City approval. 28 b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed 29 under the control of the manufacturer. 30 c. Ductile Iron Pipe 31 1) Manufactured in accordance with AWWA/ANSI C151/A21.51 32 a) Perform quality control tests and maintain results as outlined within 33 standard to assure compliance. 34 2) Subject each pipe to a hydrostatic test of not less than 500 psi for duration 35 of at least 10 seconds. 36 B. Preconstruction Testing 37 1. The City may, at its own cost, subject random lengths of pipe for testing by an 38 independent laboratory for compliance with this Specification. 39 a. The compliance test shall be performed in the United States. 40 b. Any visible defects or failure to meet the quality standards herein will be 41 grounds for rejecting the entire order. 42 1.10 DELIVERY, STORAGE, AND HANDLING 43 A. Storage and Handling Requirements CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 33 11 10 - 5 DUCTILE IRON PIPE Page 5 of 14 1 1. Ductile Iron Pipe shall be stored and handled in accordance with the guidelines as 2 stated in AWWA M41. 3 2. Secure and maintain a location to store the material in accordance with Section 01 4 6600. 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS 8 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 9 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 10 A. Manufacturers 11 1. Only the manufacturers as listed in the City's Standard Products List will be 12 considered as shown in Section 0160 00. 13 a. The manufacturer must comply with this Specification and related Sections. 14 2. Any product that is not listed on the Standard Products List is considered a 15 substitution and shall be submitted in accordance with Section 0125 00. 16 B. Pipe 17 1. Pipe shall be in accordance with AWWA/ANSI CI I I/A21.11, AWWA/ANSI 18 CI50/A21.15, and AWWA/ANSI C151/A21.51. 19 2. All pipe shall meet the requirements of NSF 61. 20 3. Pipe shall have a lay length of 18 feet or 20 feet except for special fittings or 21 closure pieces and necessary to comply with the Drawings. 22 4. As a minimum the following pressures classes apply. The Drawings may specify a 23 higher pressure class or the pressure and deflection design criteria may also require 24 a higher pressure class, but in no case should they be less than the following: 25 26 27 28 29 30 31 32 33 34 61 n Diameter (inches)(psi) Min Pressure Class 3 through 12 350 14 through 20 250 24 200 30 through 64 150 Pipe markings shall meet the minimum requirements of AWWA/ANSI C151/A21.51. Minimum pipe markings shall be as follows: a. "DI" or "Ductile" shall be clearly labeled on each pipe b. Weight, pressure class and nominal thickness of each pipe c. Year and country pipe was cast d. Manufacturer's mark Pressure and Deflection Design a. Pipe design shall be based on trench conditions and design pressure class specified in the Drawings. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 33 11 10 - 6 DUCTILE IRON PIPE Page 6 of 14 1 b. Pipe shall be designed according to the methods indicated in AWWA/ANSI 2 C150/A21.50, AWWA/ANSI C151/A21.51, and AWWA M41 for trench 3 construction, using the following parameters: 4 1) Unit Weight of Fill (w) = 130 pcf 5 2) Live Load = AASHTO HS 20 6 3) Trench Depth = 12 feet minimum, or as indicated in Drawings 7 4) Bedding Conditions = Type 4 8 5) Working Pressure (PW) = 150 psi 9 6) Surge Allowance (Ps) = 100 psi 10 7) Design Internal Pressure (PI) = 2(P,, + Ps) or 2:1 safety factor of the 11 actual working pressure plus the actual surge pressure, whichever is 12 greater. 13 a) Test Pressure = 14 (1) No less than 1.25 minimum times the stated working pressure (187 15 psi minimum) of the pipeline measured at the highest elevation 16 along the test section. 17 (2) No less than 1.5 times the stated working pressure (225 psi 18 minimum) at the lowest elevation of the test section. 19 8) Maximum Calculated Deflection (DX) = 3 percent 20 9) Restrained Joint Safety Factor (Sr) =150 percent 21 c. Trench depths shall be verified after existing utilities are located. 22 1) Vertical alignment changes required because of existing utility or other 23 conflicts shall be accommodated by an appropriate change in pipe design 24 depth. 25 2) In no case shall pipe be installed deeper than its design allows. 26 7. Provisions for Thrust 27 a. Thrust at bends, tees, plugs or other fittings shall be mechanically restrained 28 joints when required by the Drawings. 29 b. Thrust at bends adjacent to casing pipe shall be restrained by mechanical means 30 through casing and for a sufficient distance each side of casing. 31 c. No thrust restraint contribution shall be allowed for the restrained length of 32 pipe within the casing. 33 d. Restrained joints, when required, shall be used for a sufficient distance from 34 each side of the bend, tee, plug, valve or other fitting to resist thrust which will 35 be developed at the design pressure of the pipe. For the purpose of thrust, the 36 following shall apply: 37 1) Valves shall be calculated as dead ends. 38 2) Design pressure shall be the test pressure or the working pressure plus 39 the surge allowance, whichever is greater. 40 3) Restrained joints shall consist of approved mechanical restrained or push- 41 on restrained joints as listed in the City's Standard Products List as shown 42 in Section 0160 00. 43 e. The Pipe Manufacturer shall verify the length of pipe with restrained joints to 44 resist thrust in accordance with the Drawings, AWWA M41, and the following: 45 1) The weight of earth (We) shall be calculated as the weight of the projected 46 soil prism above the pipe, for unsaturated soil conditions. 47 2) Soil density = 130 pcf (maximum value to be used), for unsaturated soil 48 conditions CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 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 33 11 10-7 DUCTILE IRON PIPE Page 7 of 14 3) If indicated on the Drawings and the Geotechnical Borings that ground water is expected, account for reduced soil density. 8. Joints a. General — Comply with AWWA/ANSI CI I I/A21.11. b. Push -On Joints c. Mechanical Joints d. Push -On Restrained Joints 1) Restraining Push -on joints by means of a special gasket a) Only those products that are listed in Section 01 60 00 b) The working pressure rating of the restrained gasket must exceed the test pressure of the pipe line to be installed. c) Approved for use of restraining Ductile Iron Pipe in casing with a carrier pipe of 4-inches to 12-inches d) Otherwise only approved if specially listed on the Drawings 2) Push -on Restrained Joint bell and spigot a) Only those products list in the standard products list will be allowed for the size listed in the standard products list per Section 0160 00. b) Pressure rating shall exceed the working and test pressure of the pipe line. e. Flanged Joints — AWWA/ANSI C115/A21.15, ASME B16.1, Class 125 f. Flange bolt circles and bolt holes shall match those of ASME B 16.1, Class 125. g. Field fabricated flanges are prohibited. 9. Gaskets a. Provide Gaskets in accordance with Section 33 1105. 10. Isolation Flanges a. Flanges required by the drawings to be Isolation Flanges shall conform to Section 33 04 10. 11. Bolts and Nuts a. Mechanical Joints 1) Provide bolts and nuts in accordance with Section 33 1105. b. Flanged Ends 1) Meet requirements ofAWWA C115. a) Provide bolts and nuts in accordance with Section 33 1105. 12. Flange Coatings a. Connections to Steel Flanges 1) Buried connections with Steel Flanges shall be coated with a Petrolatum Tape System in accordance with Section 33 1105. 13. Ductile Iron Pipe Exterior Coatings a. All ductile iron shall have an asphaltic coating, minimum of 1 mil thick, on the pipe exterior, unless otherwise specified in the Contract Documents. 14. Polyethylene Encasement a. All buried Ductile Iron Pipe shall be polyethylene encased. b. Only manufaeturers fisted in the City's Standard Products List as shown in Seetion 0160 00 NMI be considered aeeeptable. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 33 11 10-8 DUCTILE IRON PIPE Page 8 of 14 1 d. Eneasement for buried pipe shall be 8 mil linear low density (LLD) 2 3 b to 4 AMIA'A/ANSI C105 A21.0 and AST-M A6 7A. 5 e. Marking: At a minimum of every 2 feet along its length, the mark the 6 polyethylene film with the following information: 7 1) Manufacturer's name or trademark 8 2) Year of manufacturer 9 3) AWWA/ANSI C105/A21.5 10 4) Minimum fihn thickness and material type 11 5) Applicable range of nominal diameter sizes 12 6) Warning — Corrosion Protection — Repair Any Damage 14 , perform one of the followinge- 15 a) Label polyethylene eneasement with "RECLAIMED W-ATEW', 16 b) Provide purple polyethylene in aceordanee with the Ameri 17 Public Works Assoeiation Uniform Color Codt-,--or 18 e) Attaeh purple reelaimed water marker tape to the polyethylene 19 wrap. 20 21 22 23 24 25 26 27 28 29 30 31 32 33 2) Wastewater-, perform one of the following: a) ''� polyethylene ent with "W"ASTEMATE uv v zcirc-circzrscrir �� zPublic Works Assoeiation Uniform Color b) Provide green polyethylene in aeeordanee with the America-n 7 e) Attaeh green sanitary sewer marker tape to the polyethylene wrap. g. Polyethylene encasement for use with ductile iron pipe systems shall consist of three lavers of co -extruded linear low density polyethylene (LLDPE), fused into a single thickness of not less than eight mils. It. The inside surface of the polyethylene wrap to be in contact with the pipe exterior shall be infused with a blend of anti -microbial biocide to mitigate microbiologically influenced corrosion and a volatile corrosion inhibitor to control galvanic corrosion. i. Minimum widths Polyethylene Tube and Sheet Sizes for Push -On Joint Pipe Nominal Pipe Diameter (inches) Min. Width — Flat Tube (inches) Min. Width — Sheet (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 33 11 10-9 DUCTILE IRON PIPE Page 9 of 14 30 67 134 36 81 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 1 15. Ductile Iron Pipe Interior Lining 2 a. Cement Mortar Lining 3 1) Ductile Iron Pipe for potable water shall have a cement mortar lining in 4 accordance with AWWA/ANSI C 104/A21.04 and be acceptable according 5 to NSF 61. 6 b. Ceramic Epoxy or Epoxy Linings 7 1) Ductile Iron Pipe for use in wastewater applications shall be lined with a 8 Ceramic Epoxy or Epoxy lining as designated in the City's Standard 9 Products List as shown in Section 01 60 00. 10 2) Apply lining at a minimum of 40 mils DFT. 11 3) Due to the tolerances involved, the gasket area and spigot end up to 6 12 inches back from the end of the spigot end must be coated with 6 mils 13 nominal, 10 mils maximum using a Joint Compound as supplied by the 14 manufacturer. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 a) Apply the joint compound by brush to ensure coverage. b) Care should betaken that the joint compound is smooth without excess buildup in the gasket seat or on the spigot ends. c) Coat the gasket seat and spigot ends after the application of the lining. 4) Surface preparation shall be in accordance with the manufacturer's recommendations. 5) Check thickness using a magnetic film thickness gauge in accordance with the method outlined in SSPC PA 2. 6) Test the interior lining of all pipe barrels for pinholes with a non- destructive 2,500 volt test. a) Repair any defects prior to shipment. 7) Mark each fitting with the date of application of the lining system along with its numerical sequence of application on that date and records maintained by the applicator of his work. 8) For all Ductile Iron Pipe in wastewater service where the pipe has been cut, coat the exposed surface with the touch-up material as recommended by the manufacturer. a) The touch-up material and the lining shall be of the same manufacturer. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 33 11 10- 10 DUCTILE IRON PIPE Page 10 of 14 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. General 9 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 10 AWWA C600, AWWA M41 and in accordance with the pipe manufacturer's 11 recommendations. 12 2. See Section 33 11 11 for installation requirements for Ductile Iron Fittings. 13 3. Lay pipe to the lines and grades as indicated in the Drawings. 14 4. Excavate and backfill trenches in accordance with Section 33 05 10. 15 5. Embed Ductile Iron Pipe in accordance with Section 33 05 10. 16 6. For installation of carrier pipe within casing, see Section 33 05 24. 17 B. Pipe Handling 18 1. Haul and distribute pipe and fittings at the project site. 19 2. Handle piping with care to avoid damage. 20 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 21 lowering into the trench. 22 b. Do not handle the pipe in such a way that will damage the interior lining. 23 c. Use only nylon ropes, slings or other lifting devices that will not damage the 24 surface of the pipe for handling the pipe. 25 3. At the close of each operating day: 26 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 27 the laying operation. 28 b. Effectively seal the open end of the pipe using a gasketed night cap. 29 C. Joint Making 30 1. Mechanical Joints 31 a. Bolt the follower ring into compression against the gasket with the bolts 32 tightened down evenly then cross torqued in accordance with AWWA C600. 33 b. Overstressing of bolts to compensate for poor installation practice will not be 34 permitted. 35 2. Push -on Joints 36 a. Install Push -on joints as defined in AWWA/ANSI CI I I/A21.11. 37 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 38 c. Place the gasket in the bell in the position prescribed by the manufacturer. 39 d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 40 gasket and the outside of the spigot prior to entering the spigot into the bell. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 33 11 10 - 11 DUCTILE IRON PIPE Page 11 of 14 1 e. When using a field cut plain end piece of pipe, refinish the field cut and scarf to 2 conform to AWWA C600. 3 3. Flanged Joints 4 a. Use erection bolts and drift pins to make flanged connections. 5 1) Do not use undue force or restraint on the ends of the fittings. 6 2) Apply even and uniform pressure to the gasket. 7 b. The fitting must be free to move in any direction while bolting. 8 1) Install flange bolts with all bolt heads faced in one direction. 9 4. Joint Deflection 10 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 11 and grades and shown in the Drawings. 12 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 13 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 14 C600. 15 d. The manufacturer's recommendation may be used with the approval of the 16 Engineer. 17 D. Polyethylene Encasement Installation 18 1. Preparation 19 a. Remove all lumps of clay, mud, cinders, etc., on pipe surface prior to 20 installation of polyethylene encasement. 21 1) Prevent soil or embedment material from becoming trapped between pipe 22 and polyethylene. 23 b. Fit polyethylene film to contour of pipe to affect a snug, but not tight encase 24 with minimum space between polyethylene and pipe. 25 1) Provide sufficient slack in contouring to prevent stretching polyethylene 26 where it bridges irregular surfaces such as bell -spigot interfaces, bolted 27 joints or fittings and to prevent damage to polyethylene due to backfilling 28 operations. 29 2) Secure overlaps and ends with adhesive tape and hold. 30 c. For installations below water table and/or in areas subject to tidal actions, seal 31 both ends of polyethylene tube with adhesive tape at joint overlap. 32 2. Tubular Type (Method A) 33 a. Cut polyethylene tube to length approximately 2 feet longer than pipe section. 34 b. Slip tube around pipe, centering it to provide 1-foot overlap on each adjacent 35 pipe section and bunching it accordion -fashion lengthwise until it clears pipe 36 ends. 37 c. Lower pipe into trench and make up pipe joint with preceding section of pipe. 38 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 39 e. After assembling pipe joint, make overlap of polyethylene tube, pull bunched 40 polyethylene from preceding length of pipe, slip it over end of the new length 41 of pipe and wrap until it overlaps joint at end of preceding length of pipe. 42 f. Secure overlap in place. 43 g. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 44 of pipe, securing fold at quarter points. 45 h. Repair cuts, tears, punctures or other damage to polyethylene. 46 i. Proceed with installation of next pipe in same manner. 47 3. Tubular Type (Method B) 48 a. Cut polyethylene tube to length approximately 1 foot shorter than pipe section. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 33 11 10 - 12 DUCTILE IRON PIPE Page 12 of 14 1 b. Slip tube around pipe, centering it to provide 6 inches of bare pipe at each end. 2 c. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 3 of pipe, securing fold at quarter points; secure ends. 4 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 5 proceeding pipe section, bunching it accordion -fashion lengthwise. 6 e. After completing joint, pull 3-foot length of polyethylene over joint, 7 overlapping polyethylene previously installed on each adjacent section of pipe 8 by at least 1 foot; make each end snug and secure. 9 4. Sheet Type 10 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 11 section. 12 b. Center length to provide 1-foot overlap on each adjacent pipe section, bunching 13 it until it clears the pipe ends. 14 c. Wrap polyethylene around pipe so that it circumferentially overlaps top 15 quadrant of pipe. 16 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 17 e. Lower wrapped pipe into trench and make up pipe joint with preceding section 18 of pipe. 19 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 20 g. After completing joint, make overlap and secure ends. 21 h. Repair cuts, tears, punctures or other damage to polyethylene. 22 i. Proceed with installation of next section of pipe in same manner. 23 5. Pipe -Shaped Appurtenances 24 a. Cover bends, reducers, offsets and other pipe -shaped appurtenances with 25 polyethylene in same manner as pipe and fittings. 26 6. Odd -Shaped Appurtenances 27 a. When it is not practical to wrap valves, tees, crosses, and other odd -shaped 28 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 29 sheet under appurtenances and bringing it up around body. 30 b. Make seams by bringing edges together, folding over twice and taping down. 31 c. Tape polyethylene securely in place at the valve stem and at any other 32 penetrations. 33 7. Repairs 34 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 35 or with short length of polyethylene sheet or cut open tube, wrapped around 36 fitting to cover damaged area and secured in place. 37 8. Openings in Encasement 38 a. Provide openings for branches, service taps, blow -offs, air valves and similar 39 appurtenances by making an X-shaped cut in polyethylene and temporarily 40 folding back film. 41 b. After appurtenance is installed, tape slack securely to appurtenance and repair 42 cut, as well as other damaged area in polyethylene with tape. 43 c. Service taps may also be made directly through polyethylene, with any 44 resulting damaged areas being repaired as described above. 45 9. Junctions between Wrapped and Unwrapped Pipe: 46 a. Where polyethylene -wrapped pipe joins an adjacent pipe that is not wrapped, 47 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 48 b. Secure end with circumferential turns of tape. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 33 11 10 - 13 DUCTILE IRON PIPE Page 13 of 14 1 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 2 tape for minimum clear distance of 3 feet away from Cast or Ductile Iron Pipe. 3 3.5 REPAIR/RESTORATION 4 A. Patching 5 1. Excessive field -patching is not permitted of lining or coating. 6 2. Patching of lining or coating will be allowed where area to be repaired does not 7 exceed 100 square inches and has no dimensions greater than 12 inches. 8 3. In general, there shall not be more than 1 patch on either the lining or the coating of 9 any 1 joint of pipe. 10 4. Wherever necessary to patch the pipe: 11 a. Make patch with cement mortar as previously specified for interior joints. 12 b. Do not install patched pipe until the patch has been properly and adequately 13 cured and approved for laying by the City. 14 5. Promptly remove rejected pipe from the site. 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD [OR] SITE QUALITY CONTROL 17 A. Potable Water Mains 18 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 19 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 20 main as specified in Section 33 04 40. 21 B. Wastewater Lines 22 1. Closed Circuit Television (CCTV) Inspection 23 a. Provide a Post -CCTV Inspection in accordance with Section 33 0131. 24 3.8 SYSTEM STARTUP [NOT USED] 25 3.9 ADJUSTING [NOT USED] 26 3.10 CLEANING [NOT USED] 27 3.11 CLOSEOUT ACTIVITIES [NOT USED] 28 3.12 PROTECTION [NOT USED] 29 3.13 MAINTENANCE [NOT USED] 30 3.14 ATTACHMENTS [NOT USED] 31 END OF SECTION 32 33 Revision Log CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 33 11 10 - 14 DUCTILE IRON PIPE Page 14 of 14 DATE NAME SUMMARY OF CHANGE 1.2.A.l.b. — Updated Payment types 12/20/2012 D. Johnson 1.3 —Added definitions of gland types for clarity 2.2.B.9, 10, 11 and 12 — Added reference to Section 33 1105 and removed material specification for bolts, nuts and gaskets CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 331111-I DUCTILE IRON FITTINGS Page 1 of 13 SECTION 33 1111 DUCTILE IRON FITTINGS A. Section Includes: 1. Ductile Iron Fittings 3-inch through 64-inch for potable water, wastewater, and other liquids for use with Ductile Iron Pipe and Polyvinyl Chloride (PVC) Pipe 2. All mechanical joint fittings shall be mechanically restrained using restrained wedge type retainer glands. B. Deviations from this City of Fort Worth Standard Specification 1. Deleted 2.2.B.14.b-d and f 2. Added 2.2.13.14.2 3. Added 2.2.13.14.1t C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 03 30 00 — Cast -in -Place Concrete 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 7. Section 33 1105 —Bolts, Nuts, and Gaskets 23 1.2 PRICE AND PAYMENT PROCEDURES 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Measurement and Payment 1. Ductile Iron Water Fittings with Restraint a. Measurement 1) Shall be per ton of fittings supplied 2) Fittings weights are the sum of the various types of fittings multiplied by the weight per fitting as listed in AWWA/ANSI C153/A21.53. 3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed for specials where an AWWA/ANSI C153/A21.53 is not available, or if the Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 4) If the Contractor chooses to supply AWWA/ANSI C110/A21.10 (full body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 (compact) Ductile Iron Fittings at his convenience, then the weight shall be measured in accordance with AWWA/ANSI C153/A21.53. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of "Ductile Iron Water Fittings with Restraint". c. The price bid shall include: CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 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 3311I1-2 DUCTILE IRON FITTINGS Page 2 of 13 1) Furnishing and installing Ductile Iron Water Fittings as specified by the Drawings 2) Polyethylene encasement 3) Lining 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess material 8) Furnishing and installing bolts, nuts, and restraints 9) Furnishing, placement and compaction of embedment 10) Furnishing, placement and compaction of backfill 11) Trench water stops 12) Clean-up 13) Cleaning 14) Disinfection 15) Testing 2. Ductile Iron Sewer Fittings a. Measurement 1) Shall be per ton of fittings supplied 2) Fittings weights are the sum of the various types of fittings multiplied by the weight per fitting as listed in AWWA/ANSI C153/A21.53. 3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed for specials where an AWWA/ANSI C153/A21.53 is not available, or if the Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 4) If the Contractor chooses to supply AWWA/ANSI C110/A21.10 (full body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 (compact) Ductile Iron Fittings at his convenience, then the weight shall be measured in accordance with AWWA/ANSI C153/A21.53. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of "Ductile Iron Sewer Fittings". c. The price bid shall include: 1) Furnishing and installing Ductile Iron Water Fittings as specified by the Drawings 2) Epoxy Coating 3) Polyethylene encasement 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing and installing bolts, nuts, and restraints 10) Furnishing, placement and compaction of embedment 11) Furnishing, placement and compaction of backfill 12) Clean-up 13) Cleaning 14) Disinfection 15) Testing CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 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 3311I1-3 DUCTILE IRON FITTINGS Page 3 of 13 1.3 REFERENCES A. Definitions 1. Gland or Follower Gland a. Non -restrained, mechanical joint fitting 2. Retainer Gland a. Mechanically restrained mechanical joint fitting, consisting of multiple gripping wedges incorporated into a follower gland meeting the applicable requirements of ANSI/AWWA C110/A21.10. B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Society of Mechanical Engineers (ASME): a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 3. ASTM International (ASTM): a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpose Applications b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. d. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for Water or Other Liquids. e. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 4. American Water Works Association (AWWA): a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape - Hot Applied. b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. c. M41, Ductile -Iron Pipe and Fittings. 5. American Water Works Association/American National Standards Institute (AWWA/ANSI): a. C 104/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. b. C 105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. c. C 110/A21.10, Ductile -Iron and Gray -Iron Fittings. d. CI I I A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. e. C 115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron Threaded Flanges. £ C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. g. CI53/A21.53, Ductile -Iron Compact Fittings for Water Service. 6. NSF International (NSF): a. 61, Drinking Water System Components - Health Effects. 7. Society for Protective Coatings (SSPC): a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 3311I1-4 DUCTILE IRON FITTINGS Page 4 of 13 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 0133 00. 4 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 5 specials. 6 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 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 A. Product Data 1. Ductile Iron Fittings a. Pressure class b. Interior lining c. Joint types 2. Polyethylene encasement and tape a. Planned method of installation b. Whether the film is linear low density or high density cross linked polyethylene c. The thickness of the film provided 3. The interior lining, if it is other than cement mortar lining in accordance with AWWA/ANSI C104/A21.4 a. Material b. Application recommendations c. Field touch-up procedures 4. Thrust Restraint a. Retainer glands b. Thrust harnesses c. Any other means 5. Gaskets a. Provide Gaskets in accordance with Section 33 1105. 6. Isolation Flanges a. Flanges required by the drawings to be Isolation Flanges shall conform to Section 33 04 10. 7. Bolts and Nuts a. Mechanical Joints 1) Provide bolts and nuts in accordance with Section 33 1105. b. Flanged Ends 1) Meet requirements ofAWWA C115. a) Provide bolts and nuts in accordance with Section 33 1105. 8. Flange Coatings a. Connections to Steel Flanges 1) Buried connections with Steel Flanges shall be coated with a Petrolatum Tape System in accordance with Section 33 1105. B. Certificates 1. The manufacturer shall furnish an affidavit certifying that all Ductile Iron Fittings meet the provisions of this Section and meet the requirements of AWWA/ANSI C110/A21.10 or AWWA/ANSI C153/A21.53. 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B 117. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 3311I1-5 DUCTILE IRON FITTINGS Page 5 of 13 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE 4 A. Qualifications 5 1. Manufacturers 6 a. Fittings manufacturing operations (fittings, lining, and coatings) shall be 7 performed under the control of the manufacturer. 8 b. Ductile Iron Fittings shall be manufactured in accordance with AWWA/ANSI 9 C110/A21.10 or AWWA/ANSI C153/A21.53. 10 1) Perform quality control tests and maintain the results as outlined in these 11 standards to assure compliance. 12 B. Preconstruction Testing 13 1. The City may, at its own cost, subject random fittings for destructive testing by an 14 independent laboratory for compliance with this Specification. 15 a. The compliance test shall be performed in the United States. 16 b. Any visible defects or failure to meet the quality standards herein will be 17 grounds for rejecting the entire order. 18 1.10 DELIVERY, STORAGE, AND HANDLING 19 A. Storage and Handling Requirements 20 1. Store and handle in accordance with the guidelines as stated in AWWA M41. 21 2. Secure and maintain a location to store the material in accordance with Section 01 22 6600. 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS 26 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 27 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 28 A. Manufacturers 29 1. Only the manufacturers as listed on the City's Standard Products List will be 30 considered as shown in Section 01 60 00. 31 a. The manufacturer must comply with this Specification and related Sections. 32 2. Any product that is not listed on the Standard Products List is considered a 33 substitution and shall be submitted in accordance with Section 0125 00. 34 B. Ductile Iron Fittings 35 1. Ductile Iron Fittings shall be in accordance with AWWA/ANSI C110/A21.10, 36 AWWA/ANSI C153/A21.53. 37 2. All fittings for potable water service shall meet the requirements of NSF 61. 38 3. Ductile Iron Fittings, at a minimum, shall meet or exceed the pressures classes of 39 the pipe which the fitting is connected, unless specifically indicated in the 40 Drawings. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 3311I1-6 DUCTILE IRON FITTINGS Page 6 of 13 1 4. Fittings Markings 2 a. Meet the minimum requirements of AWWA/ANSI C151/A21.51. 3 b. Minimum markings shall include: 4 1) "DI" or "Ductile" cast or metal stamped on each fitting 5 2) Applicable AWWA/ANSI standard for that the fitting 6 3) Pressure rating 7 4) Number of degrees for all bends 8 5) Nominal diameter of the openings 9 6) Year and country fitting was cast 10 7) Manufacturer's mark 11 5. Joints 12 a. Mechanical Joints with mechanical restraint 13 1) Comply with AWWA/ANSI C1 l l/A21.11 and applicable parts of 14 ANSUAWWA C110/A21.10. 15 2) The retainer gland shall have the following working pressure ratings based 16 on size and type of pipe: 17 a) Ductile Iron Pipe 18 (1) 3-inch — 16-inch, 350 psi 19 (2) 18-inch — 48-inch, 250 psi 20 b) PVC C900 and C905 21 (1) 3-inch — 12-inch, 305psi 22 (2) 14-inch — 16-inch, 235psi 23 (3) 18-inch — 20-inch, 200psi 24 (4) 24-inch — 30 —inch 165psi 25 c) Ratings are for water pressure and must include a minimum safety 26 factor of 2 to 1 in all sizes 27 3) Retainer glands shall have specific designs for Ductile Iron and PVC and 28 should be easily differentiate between the 2. 29 4) Gland body, wedges and wedge actuating components shall be cast from 30 grade 65-45-12 ductile iron material in accordance with ASTM A536. 31 5) Mechanical joint restraint shall require conventional tools and installation 32 procedures per AWWA C600, while retaining full mechanical joint 33 deflection during assembly as well as allowing joint deflection after 34 assembly. 35 6) Proper actuation of the gripping wedges shall be ensured with torque 36 limiting twist off nuts. 37 7) A minimum of 6 wedges shall be required for 8 inch diameter PVC pipe. 38 b. Push -On, Restrained Joints 39 1) Restraining Push -on joints by means of a special gasket 40 a) Only those products that are listed in 01 60 00 41 b) The working pressure rating of the restrained gasket must exceed the 42 test pressure of the pipe line to be installed. 43 c) Approved for use of restraining Ductile Iron Pipe in casing with a 44 carrier pipe of 4-inches to 12-inches 45 d) Otherwise only approved if specially listed on the drawings 46 2) Push -on Restrained Joint bell and spigot 47 a) Only those products list in the standard products list will be allowed for 48 the size listed in the standard products list per Section 0160 00 CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 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 3311I1-7 DUCTILE IRON FITTINGS Page 7 of 13 b) Pressure rating shall exceed the working and test pressure of the pipe line c. Flanged Joints 1) AWWA/ANSI C115/A21.15, ASME B16.1, Class 125 2) Flange bolt circles and bolt holes shall match those of ASME B 16.1, Class 125. 3) Field fabricated flanges are prohibited. 6. Gaskets a. Provide Gaskets in accordance with Section 33 1105. 7. Isolation Flanges a. Flanges required by the drawings to be Isolation Flanges shall conform to Section 33 04 10. 8. Bolts and Nuts a. Mechanical Joints 1) Provide bolts and nuts in accordance with Section 33 1105. b. Flanged Ends 1) Meet requirements ofAWWA C115. a) Provide bolts and nuts in accordance with Section 33 1105. 9. Flange Coatings a. Connections to Steel Flanges 1) Buried connections with Steel Flanges shall be coated with a Petrolatum Tape System in accordance with Section 33 1105. 10. Ductile Iron Fitting Exterior Coatings a. All Ductile Iron Fittings shall have an asphaltic coating, minimum of 1 mil thick, on the exterior, unless otherwise specified in the Contract Documents. 11. Polyethylene Encasement a. All buried Ductile Iron Fittings shall be polyethylene encased. b. Onty manufaeturers listed in the City's Standard Produets List as shown in Section 0160 00 will be considered aeeeptable. d. Eneasement for buried fittings shall be 8 mil linear low density (L-LD) conforming to A MIA' A / A NCI C1 05/ A 71 G and A STM A 6 7A e. Marking: At a minimum of every 2 feet along its length, the mark the polyethylene film with the following information: 1) Manufacturer's name or trademark 2) Year of manufacturer 3) AWWA/ANSI C105/A21.5 4) Minimum film thickness and material type 5) Applicable range of nominal diameter sizes 6) Warning — Corrosion Protection — Repair Any Damage 1) Reelaimed Water, perform one of the followinge- a) Label polyethylene encasement with "RECLAIM-ED WATEW', b) Provide purple polyethylene in accordanee with the Ameri Public Works Assoeiation Uniform Color Code; or CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 33 11 11 -8 DUCTILE IRON FITTINGS Page 8 of 13 1 e) Attaeh purple reelaimed water marker tape to the polyethylene 2 gyp. 3 , perform one of the following: 4 « ». 5 b) Provide green polyethy4ene in aeeordanee with the American 6 Public Works Assoeiation Uniform Color Code; or 7 e) Attaeh green sanitary sewer marker tape to the polyethylene wrap. 8 g. Polyethylene encasement for use with ductile iron pipe systems shall 9 consist of three lavers of co -extruded linear low density polyethylene 10 (LLDPE), fused into a single thickness of not less than eight mils. 11 h. The inside surface of the polyethylene wrap to be in contact with the pipe 12 exterior shall be infused with a blend of anti -microbial biocide to mitigate 13 microbiologically influenced corrosion and a volatile corrosion inhibitor to 14 control galvanic corrosion. 15 i. Minimum widths 16 Polyethylene Tube and Sheet Sizes for Push -On Joint Fittings Nominal Fittings Diameter (inches) Min. Width — Flat Tube (inches) Min. Width — Sheet (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 17 12. Ductile Iron Fittings Interior Lining 18 a. Cement Mortar Lining 19 1) Ductile Iron Fittings for potable water shall have a cement mortar lining in 20 accordance with AWWA/ANSI C104/A21.4 and be acceptable according to 21 NSF 61. 22 b. Ceramic Epoxy or Epoxy Linings CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 3311I1-9 DUCTILE IRON FITTINGS Page 9 of 13 1 1) Ductile Iron Fittings for use in wastewater applications shall be lined with 2 a Ceramic Epoxy or Epoxy lining as designated in the Standard Products 3 List as shown in Section 0160 00. 4 2) Apply lining at a minimum of 40 mils DFT 5 3) Due to the tolerances involved, the gasket area and spigot end up to 6 6 inches back from the end of the spigot end must be coated with 6 mils 7 nominal, 10 mils maximum using a Joint Compound as supplied by the 8 manufacturer. 9 a) Apply the joint compound by brush to ensure coverage. 10 b) Care should betaken that the joint compound is smooth without excess 11 buildup in the gasket seat or on the spigot ends. 12 c) Coat the gasket seat and spigot ends after the application of the lining. 13 4) Surface preparation shall be in accordance with the manufacturer's 14 recommendations. 15 5) Check thickness using a magnetic film thickness gauge in accordance with 16 the method outlined in SSPC PA 2. 17 6) Test the interior lining of all fittings for pinholes with a non-destructive 18 2,500 volt test. 19 a) Repair any defects prior to shipment. 20 7) Mark each fitting with the date of application of the lining system along 21 with its numerical sequence of application on that date and records 22 maintained by the applicator of his work. 23 8) For all Ductile Iron Fittings in wastewater service where the fitting has 24 been cut, coat the exposed surface with the touch-up material as 25 recommended by the manufacturer. 26 a) The touch-up material and the lining shall be of the same manufacturer. 27 2.3 ACCESSORIES [NOT USED] 28 2.4 SOURCE QUALITY CONTROL [NOT USED] 29 PART 3 - EXECUTION 30 3.1 INSTALLERS [NOT USED] 31 3.2 EXAMINATION [NOT USED] 32 3.3 PREPARATION [NOT USED] 33 3.4 INSTALLATION 34 A. General 35 1. Install fittings, specials and appurtenances as specified herein, as specified in 36 AWWA C600, AWWA M41, and in accordance with the fittings manufacturer's 37 recommendations. 38 2. Lay fittings to the lines and grades as indicated in the Drawings. 39 3. Excavate and backfill trenches in accordance with 33 05 10. 40 4. Embed Ductile Iron Fittings in accordance with 33 05 10. 41 B. Joint Making 42 1. Mechanical Joints with required mechanical restraint 43 a. All mechanical joints require mechanical restraint. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 331111 -10 DUCTILE IRON FITTINGS Page 10 of 13 1 b. Bolt the retainer gland into compression against the gasket, with the bolts 2 tightened down evenly then cross torqued in accordance with AWWA C600. 3 c. Overstressing of bolts to compensate for poor installation practice will not be 4 permitted. 5 2. Push -on Joints (restrained) 6 a. All push -on joints shall be restrained push -on type. 7 b. Install Push -on joints as defined in AWWA/ANSI C1 I I/A21.11. 8 c. Wipe clean the gasket seat inside the bell of all extraneous matter. 9 d. Place the gasket in the bell in the position prescribed by the manufacturer. 10 e. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 11 gasket and the outside of the spigot prior to entering the spigot into the bell. 12 £ When using a field cut plain end piece of pipe, refinished the field cut and scarf 13 to conform to AWWA M-41. 14 3. Flanged Joints 15 a. Use erection bolts and drift pins to make flanged connections. 16 1) Do not use undue force or restraint on the ends of the fittings. 17 2) Apply even and uniform pressure to the gasket. 18 b. The fitting must be free to move in any direction while bolting. 19 1) Install flange bolts with all bolt heads faced in 1 direction. 20 4. Joint Deflection 21 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 22 and grades and shown in the Drawings. 23 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 24 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 25 C600. 26 d. The manufacturer's recommendation may be used with the approval of the 27 Engineer. 28 C. Polyethylene Encasement Installation 29 1. Preparation 30 a. Remove all lumps of clay, mud, cinders, etc., on fittings surface prior to 31 installation of polyethylene encasement. 32 1) Prevent soil or embedment material from becoming trapped between 33 fittings and polyethylene. 34 b. Fit polyethylene film to contour of fittings to affect a snug, but not tight encase 35 with minimum space between polyethylene and fittings. 36 1) Provide sufficient slack in contouring to prevent stretching polyethylene 37 where it bridges irregular surfaces such as bell -spigot interfaces, bolted 38 joints or fittings, and to prevent damage to polyethylene due to backfilling 39 operations. 40 2) Secure overlaps and ends with adhesive tape and hold. 41 c. For installations below water table and/or in areas subject to tidal actions, seal 42 both ends of polyethylene tube with adhesive tape at joint overlap. 43 2. Tubular Type (Method A) 44 a. Cut polyethylene tube to length approximately 2 feet longer than fittings 45 section. 46 b. Slip tube around fittings, centering it to provide 1 foot overlap on each adjacent 47 pipe section and bunching it accordion -fashion lengthwise until it clears fittings 48 ends. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 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 331111 -11 DUCTILE IRON FITTINGS Page 11 of 13 c. Lower fittings into trench with preceding section of pipe. d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. e. After assembling fittings make overlap of polyethylene tube, pull bunched polyethylene from preceding length of pipe, slip it over end of the fitting and wrap until it overlaps joint at end of preceding length of pipe. £ Secure overlap in place. g. Take up slack width at top of fitting to make a snug, but not tight, fit along barrel of fitting, securing fold at quarter points. h. Repair cuts, tears, punctures or other damage to polyethylene. i. Proceed with installation of next fitting in same manner. 3. Tubular Type (Method B) a. Cut polyethylene tube to length approximately 1 foot shorter than fitting section. b. Slip tube around fitting, centering it to provide 6 inches of bare fitting at each end. c. Take up slack width at top of fitting to make a snug, but not tight, fit along barrel of fitting, securing fold at quarter points; secure ends. d. Before making up joint, slip 3-foot length of polyethylene tube over end of proceeding pipe section, bunching it accordion -fashion lengthwise. e. After completing joint, pull 3-foot length of polyethylene over joint, overlapping polyethylene previously installed on each adjacent section of pipe by at least 1 foot; make each end snug and secure. 4. Sheet Type a. Cut polyethylene sheet to a length approximately 2 feet longer than piece section. b. Center length to provide 1-foot overlap on each fitting, bunching it until it clears the fitting ends. c. Wrap polyethylene around fitting so that it circumferentially overlaps top quadrant of fitting. d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. e. Lower wrapped fitting into trench with preceding section of pipe. f. Make shallow bell hole at joints to facilitate installation of polyethylene. g. After completing joint, make overlap and secure ends. It. Repair cuts, tears, punctures or other damage to polyethylene. i. Proceed with installation of fittings in same manner. 5. Pipe -Shaped Appurtenances a. Cover bends, reducers, offsets, and other pipe -shaped appurtenances with polyethylene in same manner as pipe and fittings. 6. Odd -Shaped Appurtenances a. When it is not practical to wrap valves, tees, crosses and other odd -shaped pieces in tube, wrap with flat sheet or split length polyethylene tube by passing sheet under appurtenances and bringing it up around body. b. Make seams by bringing edges together, folding over twice and taping down. c. Tape polyethylene securely in place at the valve stem and at any other penetrations. 7. Repairs CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 331111 -12 DUCTILE IRON FITTINGS Page 12 of 13 1 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 2 or with short length of polyethylene sheet or cut open tube, wrapped around 3 fitting to cover damaged area, and secure in place. 4 8. Openings in Encasement 5 a. Provide openings for branches, service taps, blow -offs, air valves and similar 6 appurtenances by making an X-shaped cut in polyethylene and temporarily 7 folding back film. 8 b. After appurtenance is installed, tape slack securely to appurtenance and repair 9 cut, as well as other damaged area in polyethylene with tape. 10 c. Service taps may also be made directly through polyethylene, with any 11 resulting damaged areas being repaired as described above. 12 9. Junctions between Wrapped and Unwrapped Fittings 13 a. Where polyethylene -wrapped fitting joins an adjacent pipe that is not wrapped, 14 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 15 b. Secure end with circumferential turns of tape. 16 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 17 tape for minimum clear distance of 3 feet away from cast or Ductile Iron 18 Fittings. 19 D. Blocking 20 1. Install concrete blocking in accordance with Section 03 30 00 for all bends, tees, 21 crosses and plugs in the pipe lines as indicated in the Drawings. 22 2. Place the concrete blocking so as to rest against firm undisturbed trench walls, 23 normal to the thrust. 24 3. The supporting area for each block shall be at least as great as that indicated on the 25 Drawings and shall be sufficient to withstand the thrust, including water hammer, 26 which may develop. 27 4. Each block shall rest on a firm, undisturbed foundation or trench bottom. 28 5. If the Contractor encounters soil that appears to be different than that which was 29 used to calculate the blocking according to the Drawings, the Contractor shall 30 notify the Engineer prior to the installation of the blocking. 31 3.5 REPAIR/RESTORATION 32 A. Patching 33 1. Excessive field -patching is not permitted of lining or coating. 34 2. Patching of lining or coating will be allowed where area to be repaired does not 35 exceed 100 square inches and has no dimensions greater than 12 inches. 36 3. In general, there shall not be more than 1 patch on either the lining or the coating of 37 any fitting. 38 4. Wherever necessary to patch the fitting: 39 a. Make patch with cement mortar as previously specified for interior joints. 40 b. Do not install patched fitting until the patch has been properly and adequately 41 cured and approved for laying by the City. 42 c. Promptly remove rejected fittings from the site. CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 331111 -13 DUCTILE IRON FITTINGS Page 13 of 13 1 3.6 RE -INSTALLATION [NOT USED] 2 3.7 FIELD [OR] SITE QUALITY CONTROL 3 A. Potable Water Mains 4 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 5 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 6 main as specified in Section 33 04 40. 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 15 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A. Lc — Restraints included in price bid 1.2.A.2.c — Restraints included in price bid 1.3 — Added definitions of gland types for clarity 12/20/2012 D. Johnson 2.2.13.5 — Removed unrestrained push -on and mechanical joints 2.2.13.6, 7, 8, and 9 — Added reference to Section 33 05 10 and 33 04 10; removed material specifications for bolts, nuts and gaskets. 3.4 — Requirement for all mechanical and push -on joints to be restrained 3.4.D — Corrected reference 9/20/2017 W. Norwood 2.2.B.5.a.7 — Added requirement for 6 wedges on MJ Restraint for 8 inch PVC pipe CITY OF FORT WORTH Water and Sanitary Sewer Replacement Contract 2019, WSM-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103415 Revised November 11, 2025 APPENDIX GC-4.02 Subsurface and Physical Conditions GC-6.O6.13 Small Business Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements CITY OF FORT WORTH WATER AND SANITARY SEWER STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPLACEMENT CONTRACT, 2019 WSM-I Revised September 1, 2025 City Project No. 103415-1 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 WATER AND SANITARY SEWER REPLACEMENT CONTRACT. 2019 WSM-I City Project No. 103415-1 FORTWORTH. City of Fort Worth Capital Delivery Division/Soil Lab 920 Woodward Street Fort Worth, Texas 76107 Phone: 817-392-7920 Laboratory Test Results for Water and Sanitary Sewer Replacement Contract 2019 WSM-I Coring Project 8/3/2022 Project: CPN# 103415 Date Tested: 7/19/2022 — 8/2/2022 Requested by: Brenda Oropeza This report presents the results of a street coring project for CPN #103415. Mr. Stephen Overton and Mr. Daniel Wright performed the cores, and Mr. Zelalem Arega reviewed and approved the results. Blandin Street (Daisy Lane to Honeysuckle Avenue) HOLE # 1 LOCATION: 1605 Blandin Street (N/4) 2.00" HMAC 6.00" Base material (Brown sand with rock) 4.00" Brown sandy clay with rock 4.00" Brown silty sand with rock HOLE # 2 LOCATION: 1713 Blandin Street (S/4) 3.00" HMAC 6.00" Base material (Brown sand with rock) 4.00" Brown sandy clay with rock 3.00" Reddish brown sandy clay (LL- 40, PL- 15, PI- 25) HOLE # 3 LOCATION: 2801 Blandin Street (N/4) 2.00" HMAC 8.00" Base Material (Brown sand with rock) 6.00" Brown clayey sand (LL- 41, PL-16, PI- 25) Aster Avenue (Blandin Street to 155' West) HOLE # 1 Page 1 of 6 FORTWORTH. City of Fort Worth Capital Delivery Division/Soil Lab 920 Woodward Street Fort Worth, Texas 76107 LOCATION: 2813 Aster Avenue (W/4) 2.00" HMAC 12.00" Base material (Brown sand with gravel and HMAC pieces) 2.00" Brown clayey sand Carnation Avenue (Sylvania Avenue to Blandin Street) HOLE # 1 LOCATION: 2741 Carnation Avenue (W/4) 2.50" HMAC 6.00" Base material (Brown sand with limestone and gravel) 7.50" Brown clayey sand (LL- 40, PL-15, PI- 25) HOLE # 2 LOCATION: 2704 Carnation Avenue (E/4) 2.25" HMAC 9.75" Base material (Brown sand with limestone and gravel) 4.00" Brown silty sand with rock HOLE # 3 LOCATION: 100' East of Sylvania Avenue (W/4) 7.00" HMAC 9.00" Brown clayey sand with rock (LL- 33, PL-13, PI- 20) Gilmore Street (Beach Street to Wayne Street) HOLE # I LOCATION: 4005 Gilmore Street (E/4) 7.50" HMAC 8.50" Brown silty sand with rock HOLE # 2 LOCATION: 4105 Gilmore Street (W/4) 8.00" HMAC 8.00" Brown silty sand with rock HOLE # 3 LOCATION: 4224 Gilmore Street (E/4) Phone: 817-392-7920 Page 2 of 6 FORTWORTH. City of Fort Worth Capital Delivery Division/Soil Lab 920 Woodward Street Fort Worth, Texas 76107 8.00" HMAC 8.00" Brown silty sand with rock (LL- 34, PL-13, PI- 21) Goddard Street (Beach Street to Haltom Road) HOLE # 1 LOCATION: 4108 Goddard Street (E/4) 1.50" HMAC 11.50" Base material (Brown sand with limestone) 3.00" Brown clayey sand (LL- 37, PL-15, PI- 22) HOLE # 2 LOCATION: 4129 Goddard Street (W/4) 6.50" HMAC 5.50" Base material (Brown sand with limestone) 4.00" Brown silty sand HOLE # 3 LOCATION: 4216 Goddard Street (E/4) 1.50" HMAC 8.50" Base material (Brown sand with limestone) 6.00" Brown clayey sand HOLE # 4 LOCATION: 4305 Goddard Street (W/4) 1.25" HMAC 9.75" Base material (Brown sandy clay with limestone) 5.00" Brown clayey sand (LL- 21, PL- 14, PI- 7) HOLE # 5 LOCATION: 4409 Goddard Street (E/4) 1.50" HMAC 6.50" Base material (Brown sandy clay with limestone) 8.00" Brown clayey sand Sylvania Avenue (Marigold Avenue to Goldenrod Avenue) HOLE # 1 Phone: 817-392-7920 Page 3 of 6 FORTWORTH. City of Fort Worth Capital Delivery Division/Soil Lab 920 Woodward Street Fort Worth, Texas 76107 LOCATION: 1560 Sylvania Avenue (N/4) 3.00" HMAC 6.00" Concrete (3904 PSI) 6.50" Brown sand HOLE # 2 LOCATION: 1704 Sylvania Avenue (S/4) 2.00" HMAC 5.00" Concrete (6141 PSI) 9.00" Brown sandy clay with rock (LL- 51, PL-16, PI- 35) HOLE # 3 LOCATION: 1724 Sylvania Avenue (N/4) 3.50" HMAC 5.50" Concrete (6533 PSI) 7.00" Brown clayey sand (LL- 42, PL- 14, PI- 28) HOLE # 4 LOCATION: 1813 Sylvania Avenue (S/4) 2.75" HMAC 6.25" Concrete (3800 PSI) 7.00" Base material (Brown clayey sand with rock) Riverside Drive (I1130 to Booker Street) HOLE # 1 LOCATION: 1200 Riverside Drive (S/4) 2.25" HMAC 6.00" Concrete (5698 PSI) 7.75" Base Material (Brown sandy clay with rock) HOLE # 2 LOCATION: 200' South of Huffman Street (S/4) 2.25" HMAC Phone: 817-392-7920 Page 4 of 6 FORTWORTH. City of Fort Worth Capital Delivery Division/Soil Lab 920 Woodward Street Fort Worth, Texas 76107 5.75" Concrete (5814 PSI) 8.00" Brown sandy clay with rock (LL- 60, PL- 23, PI- 37) HOLE # 3 LOCATION: 1315 Riverside Drive (S/4) 2.00" HMAC 5.25" Concrete (7091 PSI) 4.00" Light brown clayey sand with rock 4.75" Dark brown clay with rock (LL- 37, PL- 17, PI- 20) HOLE # 4 LOCATION: 1720 Riverside Drive (S/4) 7.50" HMAC 5.50" Base material (Brown sandy clay with rock) 3.00" Dark brown clay with rock HOLE # 5 LOCATION: 1000' South of Sylvania (S/4) 8.00" HMAC 5.00" Base material (Brown sandy clay with rock) 3.00" Dark brown sandy clay (LL- 50, PL- 20, PI- 30) Grace Avenue (Belknap (US 377) to Airport Freeway) HOLE # 1 LOCATION: 328 Grace Avenue (S/4) 2.00" HMAC 7.00" Base material (Brown sand with rock and HMAC pieces) 7.00" Red brown clayey sand (LL- 30, PL- 13, PI- 17) HOLE # 2 LOCATION: 308 Grace Avenue (N/4) 3.00" HMAC 9.00" Base material (Brown sand with rock) Phone: 817-392-7920 Page 5 of 6 FORTWORTH. City of Fort Worth Capital Delivery Division/Soil Lab 920 Woodward Street Fort Worth, Texas 76107 4.00" Brown clayey sand with rock HOLE # 3 LOCATION: 100' North of Airport Freeway (S/4) 2.00" HMAC 5.00" Base material (Brown sand with rock and HMAC pieces) 9.00" Red brown clayey sand Pittsburg Place (Grace Avenue to 155' West) HOLE # 1 LOCATION: 100' West of Grace Avenue (W/4) 1.25" HMAC 6.00" Base material (Brown sandy clay with rock) 8.75" Red Brown clayey sand Phone: 817-392-7920 Page 6 of 6 FORT WORTH.: Proj ect: CPN# 103415 Date Tested: 10/20/2025 Requested by Stephen Overton City of Fort Worth Capital Delivery Division/Soil Lab 8851 Camp Bowie Blvd #300 Fort Worth, TX 76116 Laboratory Test Results for A Street Coring Project Phone: 817-392-7920 This report presents the results of a street coring project for (Water and Sanitary Sewer Replacement Contract 2019, WSM-I). Atlas performed the cores, and subgrade lab tests. Haltom Road (Water Line M) HOLE # 1 (Water Line M station 1+00) LOCATION: 200' S of Goddard Road 1.5" HMAC No Concrete 8.0" Brown Sand w/Gravel ATTERBURG LIMITS: LL: 26 PL: 20 PI: 6 HOLE # 2 (Water Line M station 3+10) LOCATION: 10' S of Goddard Road 6.50" HMAC No Concrete 8.0" Brown Sand w/Gravel ATTERBURG LIMITS: LL: 28 PL: 21 PI: 7 Page 1 of 1 GC-6.06 D — Small Business Utilization Form THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 WATER AND SANITARY SEWER REPLACEMENT CONTRACT, 2019 WSM-I City Project No. 103415-1 61 c E 0 O U \ ` O H 16. 3 m 'o q W A m � � � cn OO a W C .N W 0 � W7 00 m O M E a � U W N c a1 d U (Dcn z N C r r 3 m (n E =3 U)m a v Y :1 w U ❑ r A a d z V (n C d 2 R (� V1 •' 3 N ( �� Z m Q d z L WQ� LLZ tv� LL aZU Z U FW-- d CL O U A WWa� �mQ -le 00(D 0 w w=) t 0'i:2 am0a. aZm Umam x a rz U U Q Q z z A ❑ A ❑ i.r O C O as '� M a � _ a a E h , o 0 U O w , U 14 a HLn s ca S a J h � a � a n vnL x UJ rr U 3 M 04 U O �N c c A A d" A E C A E C � d z = � z � z z as QU a w U z as dU w U 0 N N QI f0 d a a a Q Q d A 0 A A ❑ A ❑ � A ❑ �r � � ►r � _ a co _ w Oar rA ` 3 Oar v� Y r+� yA'� M a w a U]�r, •L Q�^ 'O Fr V] � •L rr- 'C Er V1 � •L 'C Er E•r F-+ z v3 F+ uo Fm r Z v3 E- tn H z ds w rA cn V) 'a �• V] 3 �` V r% C [ C A A A Q z •� Q z •[ Q R z 67 •C L cq z Oa d U Or w U z C4 d U a w U z a Q U Or w U Or LO N CD N d � v cC cC cx U U U z z z El 1 U ° L - 'wsrA U z W ❑ H ❑ h vn '� ^o F v� ❑ ,. -o F Pik cn W U O W d U O W °y c Fcn F z F rn H z HC'n F z Ge Ilk Ir Ir tz f� c c a A A A A A ° a O z ca C z ee C v Z R C 6 �" ci C L C C � Cd .�, '� C L C C �, � C sr C C •� ., V C� z 0.i -.etU P, W U z Pa d U P, W U P4 LO N O N N N cr 99 C9 U U � Ir V1 y F.I � a �� a :3 v V a CIO 04 ;;; O ri G � Gn J Up Q 1- v :T " U _ W CL ,J y v o� v coU on a❑ >❑ y >❑ rwi� c �. D FF rwil °� > v o F; &wn u ^mac ti GL O i V Gz. O V z GL n � Z V z o j O c cn �i IVd' Q C >, F v F z 66 F rn vas [E-4 rn F Z va s � v cn I� O J y , v N Q, tN 1 A � A ° A E ° Q Gn Q Z C z Z a~i w Gyi C V1 L C nn Ow y y NI �a�i Q wl z m !4 a w U z Qa a U a w U z rya a U a. w U a It 1 a) m m a LO N cD O b a a a z d d z � A A ❑ q ❑ w W C i w C w a ❑ �! ❑ y / ❑ H w Po F� � N � � PCFF O U O U O a U �� O �� ° O ,�� O w a U W U w o U06. �,' F vEi Ems' z F vEi F�' z H vEi F�' z 'J a a a UD U A U ? cn 's S ° s vwi vwi a x x A = A w w o d E � o Q Z v a d z e a Q z v a z dU ,°c a w U z as dU a w U z �' QU a a 5 LO N 0 a� Q) cr T N 1 0 U 3 O ^y � U o w � O � ^O O � .0 U yr � � a �a R � U � z 0 0 o pa 0 0 0 z Q � 0 a Q ro 8 E-� O O O d j VN N 1 a D m 0 z a� 0 L a M v a � � y 0 Z ` a NLO 4 0 R N V! CN O e t 1 CL pN a N r o Small Business Enterprise (SBE) C.C. Zamora Construction, Inc. DBA Zamora Construction C.C. Zamora Construction, Inc. DBA Zamora Construction has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 238110: POURED CONCRETE FOUNDATION AND STRUCTURE CONTRACTORS NAICS 238990: ASPHALT COATING AND SEALING, RESIDENTIAL AND COMMERCIAL PARKING LOT AND DRIVEWAY This Certification commences September 4, 2025 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: September 30, 2027 Issued Date: September 4, 2025 CERTIFICATION NO. HMSB28579NO927 Certification Administrator NCTBCA Small Business Enterprise (SBE) G.J. Seeding, LLC G.J. Seeding, LLC has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 221310: WATER SUPPLY AND IRRIGATION SYSTEMS NAICS 236220: BROADCASTING STATION CONSTRUCTION NAICS 237110: IRRIGATION PROJECT CONSTRUCTION (EXCEPT LAWN) NAICS 423390: SILT FENCE AND OTHER FABRICS (E.G., FOR EROSION CONTROL) MERCHANT WHOLESALERS NAICS 561730: HYDROSEEDING SERVICES (E.G., DECORATIVE, EROSION CONTROL PURPOSES) NAICS 561730: LANDSCAPING SERVICES NAICS 561730: LAWN MULCHING SERVICES NAICS 561730: SOD LAYING SERVICES This Certification commences August 19, 2024 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: August 31, 2026 Issued Date: August 19, 2024 CERTIFICATION NO. HMSB84585NO826 Certification Administrator Small Business Enterprise (SBE) NCTRCQ Tejas Commercial Construction, LLC. Tej as Commercial Construction, LLC. has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 236220: COMMERCIAL AND INSTITUTIONAL BUILDING CONSTRUCTION NAICS 237110: WATER AND SEWER LINE AND RELATED STRUCTURES CONSTRUCTION This Certification commences August 13, 2025 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: August 31, 2027 Issued Date: August 13, 2025 CERTIFICATION NO. HMSB90505NO827 Certification Administrator v pa O LU O o 06 0 3 � o cru v tf v d V bl)Lq N 03 N U z C ULU O N m a3 Cd Cj cn U U m N C d U cnS-. U f� O pp U N W _ O O � '+� u a� N ` by o � c a cn u u a ra cu O " o cu m a m `6ru CL- J CG EL C'1 y m -- cqj >co "n a Wcl 3 w z oon con u7f� COD = o U ``' cz O C9 cn u a� a°A X CD W � W Go O C cd $.I bb ccz • O 5 1 iA i CIS'^� m G Ga N N E 3 0 O CD ' O o � N14 Q Qi O3Oi V1 vi 3 3 N U Ni y Q+ >C bq U N O O 3 N W y N U N m 0 m n N 0 m rn N a� a0 N V � O N � rnv 125 E 11th St I Austin, Texas 78701 texas t et 512.463.8588 6 no7ansportxdot. ov May 22, 2024 H McMullen Owner Civil Tree Solutions LLC 216 Goldeneye Lane Fort Worth, Tx 76120 RE: Small Business Enterprise (SBE) Certification Approved Application Dear H McMullen: Congratulations! Your application for SBE certification has been approved. Your firm can now be considered toward statewide SBE goal credit on state funded contracts and will be listed in the Texas Unified Certification Program directory with the following work category(ies). Texas Work Category: Earthwork, Base and Subbase NAICS Codes: 238910 Site Preparation Contractors NAICS Codes: 561730 Landscaping Services To ensure that your certification remains valid, please periodically review your account information through the Diversity Management System (DMS) at https://txdot.txdotcros.com/. Failure to maintain accurate records related to ownership, management control, and contact information could negatively affect your eligibility in the SBE program. If you experience technical difficulties with DMS please click on the "Contact Us and Support" link on the DMS homepage. A firm must be registered with the Secretary of State in order to do business with TxDOT, but Secretary of State registration is not a requirement for DBE Certification. Please call Joe Sanchez at (512) 662-7488, if you have any questions. Sincerely, A)5w- Michael VBryant Director Civil Rights Division Connecting You with Texas An Equal Opportunity Employer GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 WATER AND SANITARY SEWER REPLACEMENT CONTRACT, 2019 WSM-I City Project No. 103415-1 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician (Journeyman) $ 19.63 Electrician Apprentice (Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer (Miscellaneous) $ 13.00 Metal Installer Helper (Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 Page 1 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry (Fall 2012) Independently compiled by the Lane Gorman Trubitt, PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's (The Construction Association) website. www.texoassociation.org/Chapter/wagerates.asp Page 2of2 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 WATER AND SANITARY SEWER REPLACEMENT CONTRACT, 2019 WSM-I City Project No. 103415-1 Utility Permit Approval - Permit number: 00002/20250530/404325/534709/UP Date of Approval: 06-02-2025 UTILITY PERMIT APPROVAL TO: Kasavich John City of Fort Worth 200 Texas St 200 Texas Street Fort Worth,76102 Date: 06-02-2025 Application/Permit No.. 00002/20250530/404325/534709/UP District: Fort Worth Highway Control Section Maintenance Section County US0377-K: From milepost 284+0.457 To milepost 284+0.468 0081-01 Tarrant Schedule Dates: from 10/01/2025 to 01/31/2026 TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by Notice of Proposed Utility Installation No. 00002/20250530/404325/534709/UP dated 05/30/2025 and accompanying documentation, except as noted below. Special Provisions: You are required to notify TxDOT 48 hours (2 business days) before you start construction to allow for proper inspection and coordination of workdays and traffic control plans. Use the RULIS website for the 48-hour notification. DO NOT start construction until you have coordinated the construction start date and inspection with TxDOT. You are also required to keep a copy of this Approval and any approved amendments at the job site. When installing utility lines on controlled -access highways, access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right- of-way lines, connecting only to intersecting roads; from any one or all of which entry may be made to the outer portion of the highway right-of-way for routine service and maintenance operations. The Installation Owner's rights of access to the through -traffic roadways and ramps shall be subject to the same rules and regulations as that apply to the general public except, however, if an emergency occurs and usual means of access for routine service operations will not permit the immediate action required by the Utility Installation Owner in making emergency repairs as required for the safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the through -traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation Owner for the convenience and safety of highway traffic. The installation shall not damage any part of the highway, and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. If the Utility Installation Owner fails to comply with any or all the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. SME ATTACHMENTS: Included attachments: 1 /1 3 n3m I.qa pm o= m6oa' N w z LL - _ ago G- O aw m (D N 2 - _ 3 0 - s o- W o o"a C Q d ;o- - a ak m �'ao�w�am'z N O O w a a o<2 avi .a�w�n mn aao�".oaavla¢_¢� €�U _ Sox e�Sm�- ✓+Inf U�N_�Z� E O yVm` I w EF i 5 �� a8ga N s o � NOBLE AVENUE RI til -oF WAx� a . �6 41 �- A. •'jam el� + � c; w3 J c d o3£5e �n - -,a Nz W `I`co JLu H a �o J=5ed W c' a i O a3 J HUM,, y=wma 6r4 0 D N. h € 'i a'� R f 22.9" t 512 ogzas << ` 21 1.3� suety s zw AIRPORT FREEWAY cso o°N-7 --g �gx z 3a�g n z � w P-95 e o W J H o d a m <z m w = C o o 3 w o tl 30 =O /\ 3 S 4 Kz' N U K 00� K+A' I O - < s Ir- _ U Fa- F Q Z o ° ro oN a m QC 45/9Z 0 �3a 95/9Z 10 3 9 /M 90 SZ d15 I a30f1 3A 3a ,9. 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YY -•w in Q < A=..g%'i � o z #: ado; N JZ YZ �°°�"qq 00� O 8 ° _ g 00✓✓//~� 1 to e\ it g>° 1 X fTa o A °8Ss. 3 ► � ° i 12o 8 o e g Y ,°0,�T%° cr 0 0 g e < d 8 °,�, u+ o z z o W Q — n z J Z yd W I I I 12 I I�I I g 3 > - w - gg „ = a W S° e. ,"M ."° .i, w±°r°.a c..... m . �o,°w°ow . 4 , n3mnos�° w � Qi Y �� G U ZQ Z �o a � p �¢ Q v § o 3 m vZ3U o�i Texas Departm en t of Transportation Specifications for i Uti/ty Installations Fort Worth District (revised June,1Z 2024) Specifications for Utility Installations Fort Worth District TxDOT Directory For Utilities 3,4 TxDOT's Mission Statement 4 Safety 5 Protection of Highway Facilities 5 Use of Explosives 5 Protection of Existing Facilities 5 Deviation From Approved Plans 5 Staking of Utility Lines in Advance of Construction 5 Full -Time Supervision and Inspection 5 Notification of Job Start 5 TxDOT Locates 5,6 Stockpiles on TxDOT ROW 6 Coordination of Work With Highway Contractor or State Forces 6 Work Day Restrictions 6 Inclement Weather 6 Pits 6 Bore and Tunneling Operations 7 Markers 7 Above -Ground Appurtenances 7 Back -Fill of Utility Trenches 8 Site Clean -Up 8 Repair and Replacement of Rip -Rap and Earth Slopes 8 Special Precautions For Erosion Control 8 Seeding Specifications 9 Aesthetics 10 Required Pruning Practices 10 Pruning Suggestions 11 Specifications for Utility Installations Fort Worth District TXDOT DIRECTORY FOR UTILITIES FORT WORTH DISTRICT UTILITY OFFICE Tony Shaw AngelContreras Doug Fain Ben Trevino John Castaneda Gavino ( Nino) Talamantez Ryan Crimmings Danny Johnson Utility Coordinator -Permits Utility Coordinator -Back Up Permits Utility Coordinator Lead Utility Coordinator Utility Coordinator Utility Coordinator Utility Coordinator Utility Coordinator (50) JOHNSON COUNTY AREA OFFICE Daniel Poole, P.E. Area Engineer TBA P.E. Assistant Area Engineer (51) WISE & JACK COUNTY AREA OFFICES Korey Coburn, P.E. Area Engineer Oscar Chavez, P.E. Asst. Area Engineer (52) NORTH TARRANT COUNTY AREA OFFICE (N. OF I1130) Maribel Rangel,P.E. Area Engineer Alfred Luera, P.E. Assistant Area Engineer (54) SOUTH TARRANT COUNTY AREA OFFICE (S. OF I1130) Maribel Rangel, P.E. Area Engineer Justin Thomey, P.E. Assistant Area Engineer (56) ERATH, HOOD & SOMERVELL COUNTY AREA OFFICES Sarah Horner, P.E. Area Engineer Noel Spaar, P.E. Assistant Area Engineer. (57) PARKER & PALO PINTO COUNTY AREA OFFICES Korey Coburn, P.E. Gary Beck, P.E. Area Engineer Assistant Area Engineer. 682-362-9288 682-238-6350 817-370-6542 817-307-1617 817-240-0545 817-240-9134 682-328-4854 682-409-8515 817-202-2900 817-202-2939 940-626-3400 940-626-3400 817-399-4302 817-399-4302 817-370-6637 817-370-6637 254-459-7029 254-965-7028 682-229-2800 682-229-2800 Specifications for Utility Installations 3 Fort Worth District DRIVEWAYS/STORM DRAINS/TEMPORARY ACCESS/OVERSIZE /OVERWEIGHT PERMITS Matt Evans, P.E. - District Maintenance Director Jennifer Giovando - Office Mgr. Christine Jones- AAH, Damage Claims, & OS/OW Margaret Jasoo - Access/Driveways & Storm Drains FORT WORTH DISTRICT MAINTENANCE OFFICES Y MAINTEl TBA Maintenance Supervisor Bryan Anderson Permit Coordiantor David Harlin Inspector E & JACK COUNTY MA INTENANC Colt Wright Maintenance Supervisor Keith Prochnow Utility Permits Inspector (WISE) Jana Robinson Utility Permits Inspector (JACK) Wesley Harrison Utility Permit Inspector Scottie Blackburn Maintenance Supervisor TBA Utility Permits Inspector SOUTH TARRANT COUNTY MAINTENAN Justin Derden Maintenance Supervisor Issac Avla Utility Permits Inspector NIM, HO Jason Medders Maintenance Supervisor Reid Harris Utility Permits Inspector PARKER Rz PALO PINTO iTY MAINTE NCE Clinton Hyatt Maintenance Supervisor Matthew Kirby Permit Coordinator 817-370-6521 817-370-6524 817-370-3636 817-370-6527 817-202-2900 CELL 254-229-0186 CELL 817-202-2916 940-626-3400 817-296-1956 940-567-6611 817-709-6664 817-569-6992 817-569-6992 817-370-6903 817-370-6909 254-965-3511 254-965-7046 682-229-2800 940-328-9624 EMER ILITY CONTACTraffic Control Room - 24-Hours Ev 817-370-3661 TXDOT'S MISSION STATEMENT The mission of the Texas Department of Transportation is to provide safe, effective and efficient movement of people and goods. SAFETY Specifications for Utilitc Installations 4 1 art Worth District Please refer to the Texas Manual on Uniform Traffic Control Devices (TMUTCD) for questions concerning traffic control plans. http://ftp.dot.state.tx.us/pub/txdot-info/trf/tmutcd/2011-rev-2/6.pdf WHILE WORKING ON THE TXDOT RIGHT OF WAY: HARD HATS, CLASS 3 SAFETY VEST AND STEEL TOED BOOTS ARE REQUIRED AT ALL TIMES. A COPY OF THE UTILITY OWNER'S PERMIT MUST BE ON SITE AT ALL TIMES. PROTECTION OF HIGHWAY FACILITIES All construction operations relative to installation of the Utility shall be conducted in such manner as to protect highway facilities from damage at all times. In addition, all work must be done in strict accordance with all applicable regulations of the occupational Safety and Health Administration (OSHA) of the US Department of Labor. USE OF EXPLOSIVES No explosives shall be used within limits of highway right-of-way without written permission. PROTECTION OF EXISTING UTILITIES Prior to beginning actual construction operations the Utility shall notify all other Utility Companies who may have facilities in the area so they can determine if the proposed construction will conflict with or otherwise damage their facilities. REMEMBER: 1-800-DIG-TESS DEVIATION FROM APPROVED PLANS No changes shall be made to the approved location of utilities without prior authorization of TxDOT. The Utility shall make necessary arrangements with other Utility Owners for moving facilities and/or supporting same during trenching operations. Any poles, anchors, etc. relocated to clear the proposed underground utility line shall be moved toward the highway right-of-way line and location shall be subject to TxDOT approval. All utility lines incorrectly installed shall be removed and laid in proper location at the entire expense of the Utility. STAKING OF UTILITY LINES IN ADVANCE OF CONSTRUCTION Utility lines shall be staked well in advance of construction so that TxDOT can inspect staking to verify that the alignment conforms to requirements set out herein and that there is no conflict with highway facilities. FULL TIME SUPERVISION AND INSPECTION The Utility shall provide competent full-time supervisors or inspectors for all utility installations. /V O T/F/CA T/O/V OF JOB S TA /4 T 48 Hour notification is required to the area office and maintenance personal within the county of the approved permit. see contact info. Please have the following information ready when you call or submit: • APPROVED PERMIT NO. • STATE HIGHWAY NO. • UTILITY COMPANY • UTILITY SUPERVISOR OR INSPECTOR'S NAME and UTILITY MOBILE NO. • GENERAL CONTRACTOR'S NAME • NAME OF FOREMAN and MOBILE PHONE NO. • START DATE TXDOT LOCATES 48 Hour notification is required for TXDOT locates. BE AWARE!! TXDOT has a considerable investment in traffic signals, lighting, and traffic management system. These systems include underground electric and fiber optic lines. If any of the above facilities are within the limits of the utilitv oroiect. the utilitv is required to call the phone numbers listed: Signals and lighting: (817) 370-6656 AERIAL CROSSINGS 72 Hour (3 business days) notification is required for aerial crossings. Specifications for Utility Installations 5 Port \N ordi District Crossings on controlled access highways and/or high volume roadways can only be performed on Sunday, between the hours of 3 a.m. to 7 a.m. with police assistance and traffic control. Crossings on non -controlled access roadways and/or low volume roadways can be performed anytime during the week, Monday thru Friday, between the hours of 9 a.m. and 4 p.m. with proper traffic control. LANE CLOSURES 72 Hour (3 business days) notification is required for lane closures prior to the alteration of traffic flow. If a lane closure is required due to an unforeseen situation and after a utility permit has been approved, it will be necessary to call the TxDOT Utility Permit Office at 817-240-9134. A traffic control plan must be submitted and approved by TxDOT prior to lane closures. Note: An Engineer's seal may be required for lane closures on controlled access highways and high volume roadways. STOCKPILES ON TXDOT ROW Stockpiling will be allowed with permission from TxDOT. Once, permission has been granted, stockpiling can start forty-eight hours prior to construction. The stockpile shall be placed on the right of way line or as close as possible without obstructing the curb, pavement, or line of site. All materials must be removed from TxDOT right of way completion of the utility project. COORDINATION OF WORK WITH HIGHWAY CONTRACTOR OR STATE FORCES All work related to the installation of utilities shall be conducted in such manner as not to interfere in any way with highway construction or TxDOT maintenance operations. WORK DAY RESTRICTIONS Except, in cases of emergency, no work will be allowed on Saturdays, Sundays, Federal or State Holidays or at night. EXCEPTIONS MAY BE GRANTED BY TXDOT IF the Utility shows that "off day" work is necessary to avoid service interruptions to the public and the Utility agrees to the following conditions: Obtain TxDOT approval at least 48 hours in advance. The Contractor is required to have sufficient personnel and equipment on the job to efficiently execute the work. The utility will have a supervisor or inspector present on the job at all times while the work is in progress. INCLEMENT WEATHER To ensure the safety of the traveling public, as well as the contractor and his crew and TxDOT agents, no work shall be allowed during inclement weather such as, but not limited to rain, fog, snow and sleet effects visibility and/or traction. PITS All pits shall be excavated and closed within 48 hours. If the utility wishes to leave pits open overnight, reflective barricades must be employed. BORE AND TUNNELING OPERATIONS GENERAL REQUIREMENTS Utilities crossing under surfaced roads within the limits of highway right-of-way shall be placed by auger bore or tunnel method, unless otherwise specifically authorized by TxDOT. Specifications for Utility Installations 6 Fort \N orth [District Bores or tunnels shall be placed at depths below the roadway structure which are sufficient for superimposed live and dead loads and also prevent collapse of supporting soil between hole and roadway. Boring and tunneling operations shall extend outside of the front slope and clear zone of the highway. Bores Where material beneath pavement is sandy or unstable and will be subject to caving, the hole for the casing shall be bored and cased simultaneously and bored material removed through casing. Cutting face of auger or drill shall not project more than six (6) inches ahead of casing and no water shall be used in connection with drilling. Where material beneath pavement is stable and not subject to caving, and allowed by TxDOT, the hole for the casing may be bored first and casing inserted in the hole immediately after completion of boring. If allowed by TxDOT, water may be used in conjunction with boring. Bore Pit Location Pits excavated for boring or tunneling operations shall be located so that any possible sloughing of sides of pit will not endanger shoulders or pavements and so that barricades can be placed as specified in the TMUTCD. Bore pits should be located at least thirty feet from the edge of the nearest through traffic lane and not less than twenty feet from the edge of pavement on ramps. On low traffic roadways and frontage roads, bore pits should not be less than ten feet from the edge of pavement or five feet from face of curb. Tunneling While hole is being tunneled, casing shall normally be jacked into place as operations progress. Working face of excavation shall not precede advancing end of casing by more than two and one half (2112) feet unless otherwise allowed by TxDOT. Grouting All voids around casing shall be pressure grouted. The grout shall consisting of Portland Cement and washed sand and containing not less than two (2) sacks or Portland Cement per cubic yard of grout. Additional cement shall be added if workability and/or stability cannot be obtained. An air -entraining agent may also be added to the grout mixture to facilitate flow if necessary. Grouting shall be done immediately after casing has been installed in hole in order to avoid any shearing of soil and settlement of over burden above casing. Means shall be provided for proving that voids are filled around 24" diameter and larger casings in the event there is some doubt by TxDOT. TxDOT may require the Utility to install removable plugs at intervals inside the casing. No holes shall be drilled in pavement or shoulders for grouting operations. MARKERS The Utility shall place a readily identifiable and suitable marker at each right-of-way line for highway crossings. Utilities that parallel the right of way shall place a marker every 1500 feet, at intersecting streets, and highway drainage culverts. ABOVE -GROUND APPURTENANCES Above -ground appurtenances, such as pedestals, fire hydrants, meters, etc., shall be located at the right-of-way line. BACKFILL OF UTILITY TRENCHES • DESCRIPTION This specification shall govern backfill of trenches, which have been opened for the removal, adjustment, or installation of utility lines within the limits of highway right-of-way. Except when permission is granted, compacted backfill will be used for utility installations. Backfill shall consist of compacted material obtained Specifications for Utility Installations 7 FoO "N orth NOrict from suitable soil excavated from the trench, or from sources outside the highway right-of-way. Material shall be free of rock, lumps, or clods that will not break down under compaction. Backfill material shall be placed in the trench in layers not to exceed 6" in depth and compacted. Water shall be added as required to facilitate compaction. Compaction shall be done with rollers or mechanical tamps. Use of rollers will be allowed only when such use is not believed detrimental to any highway facility. The type of roller used must be acceptable to TxDOT. When rollers are used, mechanical tamps shall be used along the sides of trench to compact any backfill that cannot be reached with rollers. Compacting shall be continued until a backfill density is equal to that of the adjacent, undisturbed material. Where trenches lie within the limits of drainage ditches and channels, which are in solid rock, TxDOT may require 1' of concrete backfill, struck off flush with the top of rock. SITE CLEAN UP The Utility is responsible for site clean up at the end of each workday. Roadways adjacent to the utility construction site shall be kept free from debris, construction materials, and mud. At the end of each day, construction equipment and materials shall be moved as far from the roadway as feasible within the safety rules. If mudding of the roadway occurs at any time, the roadway shall be cleaned immediately. When the utility installation is complete, the right-of-way shall be reshaped to its original condition and the area reseeded or re -sodded to reduce erosion. Should settlement or erosion occur within one (1) year of the utility installation, TxDOT may specify prompt replacement at the utility's expense for bringing the construction site to a satisfactory condition. TxDOT will restore sites that are left at an unsatisfactory condition after notification has been sent to the utility. These sites will be restored to original condition. The utility shall fully reimburse all costs incurred by TxDOT for all repairs made by TxDOT. These costs include, but are not limited to matters of traffic safety, right of way contour, restoration and repairs to all highway structures: including, but not limited to roads, driveways, terrain, landscaping, fences, etc. REPAIR AND REPLACEMENT OF RIPRAP AND EARTH SLOPES Any existing riprap cut by trenching operations shall be replaced and surface of new riprap finished to match that of existing riprap. Concrete riprap shall contain not less than three (3) sacks of cement per cubic yard of concrete. Reinforcing steel shall conform to that of existing riprap. SPECIAL PRECAUTIONS FOR EROSION CONTROL Special precautions should be taken during utility installations to avoid disturbing existing drainage courses. In addition, soil erosion should be held to a minimum and sediment from the construction site should be kept away from the roadway and drain inlets. During construction the roadbed and ditches shall be maintained in such condition to insure proper drainage at all times. Ditches and channels shall be maintained to avoid damage to the roadway. To avoid soil erosion, it is advised and encouraged that the Utility Contractor use all applicable means (i.e. silt fences, hay bails, rock filter dams, etc.) to detour soil from eroding into roadway, ditches, and adjacent property. SEEDING SPECIFICATIONS RURAL AREA WARM -SEASON SEEDING RATE In pounds, Pure Live Seed (PLS.) Mixture for Clav or Tiaht Soils Mixture for Sandv Soils Specifications for Utility Installations g Fort b�rwfl4 Ok,pci Dates Eastern Section Western Section All Sections Feb 1 Green Sprangletop 0.6 Green Sprangletop 0.6 Green Sprangleton 0.7 To Sideoats Grama (El Reno) 1.8 Sideoats Grama (Haskell or El Reno) 1.8 Sideoats Grama (Haskell) 2.2 May 1 Bermudagrass Little Bluestem 0.8 1.1 Little Bluestem Indiangrass (Lometa or Cheyenne) 1.1 1.5 Bermudagrass Little Bluestem 0.9 1.4 K-R Bluestem 0.7 K-R Bluestem 0.7 Sand Dropseed 0.2 Switchgrass 1.2 Switchgrass (Alamo or Blackwell) 1.2 Total 6.2 1 Total 6.9 1 Total 5.4 URBAN AREA WARM -SEASON SEEDING RATE In Pounds. Pure Live Seed (PLS) Mixture for Clay or Tight Soils Mixture for Sandy Soils Dates Eastern Section Western Section All Sections Feb 1 Green Sprangletop 0.9 Green Sprangletop 1.1 Green Sprangletop 1.1 To Bermudagrass 1.2 K-R Bluestem 1.3 K-R Bluestem 1.3 May 1 K-R Bluestem 1.0 Buffalograss 10.7 Buffalograss 1.5 Buffalograss 8.0 Total 11.1 1 Total 13.1 Total 3.9 TEMPORARY COOL -SEASON SEEDING RATE In pounds, Pure Live Seed PLS Dates All Sections Feb 1 Tall Fescue 4.0 To Western Wheatgrass 5.0 May 1 Wheat (Red, Winter) 30.0 Total 39.0 TEMPORARY COOL -SEASON LEGUME SEEDING RATE In pounds, Pure Live Seed PLS Dates All Sections Aug 15 Crimson Clover 7.0 to Nov 30 Total 7.0 TEMPORARY WARM -SEASON SEEDING RATE In pounds, Pure Live Seed PLS Dates May 1 All Sections Foxtail Millet 30.0 to Nov 30 Total 30.0 Note: Names in parenthesis O represent "improved" varieties of the species shown. Specifications for Utility Installations 9 Fort Worth District AESTHETICS To preserve and protect trees, shrubbery, and other aesthetic features on the highway right-of-way, TxDOT may specify the extent and methods of tree removal, tree trimming, or their replacement. TxDOT may also specify the installation methods of the underground or overhead utility in order to protect and preserve trees and other aesthetic features. REQUIRED PRUNING PRACTICES PRIOR TO CUTTING • Locate utility lines with the least possible interference with trees. • Amount of clearance should be determined by the rate of tree growth. • Remove minimum number of branches to provide adequate clearance. • Maintain adequate clearance for lines, NOT EXCESSIVE CLEARANCE. • ALL pruning shall conform to recognized tree surgery practice. • Preserve natural character of tree. WHERE TO CUT In removing a limb, the cut should be made at a fork where the remaining branch will be at least one third the diameter of the one removed. LIMB REMOVAL 1. In removing branches the cut should be made at a fork with the remaining branch at least one-third the diameter of the one removed. 2. Undercut 1/3 of the way through the limb, 8 to 12 inches from the main stem. 3. Remove limb 4 to 6 inches out from the first cut. 4. Remove stub with an even cut so that a trace (called a "collar") still protrudes (about'/2 inch). 5. All cuts two (2) inches or over shall be painted with an approved tree dressing or paint. " See pg 11. DISPOSAL OF CUTTINGS All pruned wood and brush must be removed from the right of way and disposed of in accordance with the laws and regulations of the community, county, and state. Disease branches (especially those infected with oak wilt) must be properly disposed of to prevent the further spread of the disease. Specifications for Utility Installations 10 Fort Worth District 9uoijitmolt to PRUNING SUGGESTIONS Fnrm DE 3 bN _e ?il DESIRABLE TREE MODIFICATIONS PRESERVING SYMMETRY. UNDESIRABLE TREE MOUIFIGATIONS Such tree -line relationships as illustrated perpoluctes high mainlenance costs and right-of-way unsightliness. yly DESIRABLE DESIRABLE DESIRABLE UNDESIRABLE DESIRABLE UNGE SIRABLE Ll IN DE S.1 RABLE DESIRABLE Remove limb 4'-G' from Ist cut. V.; Undercut waZ 1hr.ugh 111mb 8 -12' from main stem. Remove stub Finished cut with ail even, ',..with no froce Flush cut. 15 of slab - PROPER LCM9 REMOVAL (a' dia. or mo-e) Specifications for Utility Installations 11 Fort Worth District GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 WATER AND SANITARY SEWER REPLACEMENT CONTRACT, 2019 WSM-I City Project No. 103415-1 FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsiftcation Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 07/23/97 3305 13 Urethane Hydrophilic Waterstop, Asahi Kgy, K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412/D792 04/26/00 3305 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Do—irig No. 35-0048-001 04/26/00 3305 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Cm ._ 21 -4G Gasket ASTM C-443/C-361 SS MH 1/26/99 3305 13 HDPE Manhole Adjustment Rings Udtech, Inc HOPE Adjustment Ring Traffic and Non -traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS Wra idSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26199 1 3339 13 Fiber lass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non -traffic area 08/30/06 33 39 13 Fiber lass Manhole L.F. Manufacturin Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) 33 05 13 1 Manhole Frames and Covers I Western Iron Works, Bass & Hays Foundry I i001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) Manhole Frames and Covers Western Iron Works, Bass & Ha Founds 30024 24" Dia. Manhole Frames and Covers McKinle Iron Works Inc. A 24 AM 24" Dia. 08/24/18Manhole Frames and Covers Neenah Foun R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18Manhole J31.1 Frames and Covers Neenh Found NF 1274 ASTM A48& AASHTO M306 30" Dia. Manhole Frames and Covers Si a Co oration MH-t44N Manhole Frames and Covers Si a Cor ration MH-143N Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 3305 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31/06 3305 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25103 3305 13 Manhole Frames and Covers Saint-Gobain Pi N lines (Pamrex/rexus) RE32-R8FS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1493 Designs AASHTO M306-04 30" Dia. 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MID 651 FWN & MH16502 30" Dia 07/19/I I 3305 13 30" Dia. MH Ring and Cover Star Pie Products MH32FTWSS-DC 30" Dia 08/10/11 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Rine 30" Dia 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO Mt05 & ASTM A536 30" Dia 06/01/17 3405 13 30" Dia. MH Rin and Cover Lockable) Cl SIP Industries 2280 32" ASTM A 48 30" Dia. 12/05/23 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) Cl SIP Industries 4267WT - Hinged 32") ASTM A 48 30" Dia. 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o ISn g 30" Dia. 10/07/21 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/161 33 05 13 Manhole Frames and Covers Pont-A-Mousson Parmi t 24" Dia, 3305 13 Manhole Frames and Covers Neenah Costing 24" Dia. 33 05 13 Manhole Frames and Covers Western Gen Works,Bass & Has Foundry 300-24P 24" Dia. 3305 13 Manhole Frames aad Covers McKinley It.. Works Inc. WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia, 04/20/01 3305 13 Manhole Frames and Covers (SIP)Sc—pore Industries Private Ltd. 300-24-23.75 Ring,and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) 33 39 10 Manhole, Precast Concrete Hydro Conduit CorpSPL Item #49 ASTM C 478 48" 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 12/05/23 3339 10 Manhole, Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/l8 33 39 10 Manhole, Precast Concrete The Tumu Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 09/03/24 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. marmote,Opening an at top, Transition Cones) ASTM C 478 49" to 94" I.D. 06/09/10 33 39 10 Manhole, Precast (Reinforced Pol er)Cmerete US Composite Pie Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Geneva Pipe and Precast (Pred! Systems) 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pie and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-478; ASTM C-923; ASTM C-443 03/07/23 333120 Manhole, Precast (Reinforced Pol ep Concrete P3 Pol ers, Rockfiardsc 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast(Reinforced Polymer) Concrete Amitech USA MortPol cre[e Pi e Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 For use when Sod. MH cannot be 1 Wastewater Access Chamber Quickstream Solutions, Inc. Type 8 Maintenace Shaft (Poo it) installed due to de th Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious E1-14 Manhole Rehab Systems Quadex 04/23/01 E1-14 Mardmlc Rehab Systems Standard Cement Materials, Inc. Reliner MSP E1-14 Manhole Rehab Systems AP/M Per mb- 4/20/01 E1-14 Mnnhole Rehab System Strong corripany Strong Seal MS2A Rehab System 5/12/03 E1-14 Manhole Rehab S stem (Liner) Tri lex Lining System MH repair roduct to stop infiltration ASTM D5813 08/30/06 General Concrete Repair F1exKrete Technologies Vinyl Polyester Repair Product Misc. Use " From Original Standard Products List FORT 'WORTH ,, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious 05/20/96 El-14 Manhole Rehab Systems Spmyrcq, Spray Wall Polymethare, Coating ASTM D639/D790 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (As hatic Emulsion) Structures Onl 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SIHB, S1, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 03/I9/18 33 OS 1(, 33 39 1 Q, 333920 Coatin for Corrosion rotection(Exterior) Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade As hatic Emulsion) For Exterior Coating of Concrete Structures Onl Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok -.Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/I4/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casing Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Po —seal 4810 Powerchoek Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 09/03/24 33 05 l3 Casing Spacers Raci (Completely HDPE) Per Manufacturers Requirements (Sewer Applications Only) 8" - 12" (Sewer Only) Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, CI51 3" thm 24" 08/24/18 33 It 10 Ductile Ion Pipe American Ductile Iron Pipe Co. American Futile Pipe (Bell Spigot) AWWA C150, C 151 4" thou 30" 08/24/18 33 It 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 4" thou 30" " 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151 " 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151 Water & Sewer - Utility Line Marker (08124/2018) Sewer - Coatings/Epoxy 33-39-60 (01/OS/13) 02/25/02 E oxy Lining System Sauereisen, Inc ScwerGard 21ORS LA Count #210-1.33 12/14/01 Epoxy Lining System Ertech Technical Coatings ErWelt 2030 and 2100 Series 04/14/05 Interior Ductile Ion Pie Coating Indmon Protecto 401 ASTM B-1 l7 Ductile Ion Pie Only 01/31/06 Coatings for Corrosion Protection Chesterton Are 791, S1HB, Sl, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Envbonmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31.70 Air Release Valve A.M. USA, Inc. D025LTP02(Cm site Bud ) Sewer -Pipes/Concrete E1-04 Cone. Pipe, Reinforced Wall Concrete PipeCo. Inc. ASTM C 76 EI-04 Cone. Pipe, Reinforced Hydro Conduit Corporation Class M T&G, SPL Item #77 ASTM C 76 EI-04 Conc. Pi e, Reinforced Hannan Concrete Products ASTM C 76 E1-04 Conc. Pi , Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13) PIM System PIM Corporation polyethylene PIM Corp., Piscata Way, N.J. Approved Previous) McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previous) TRS Systems I Treachless Replacement System Polyethylene Calgary, Canada Approved Previous) Sewer - Pipe/Fiberglass Reinforced/ 33-31-13(1/8/l3) 7/21/97 3331 13 Cent. Cast Fiberglass (FRP) Hobas Pie USA, Inc. Hobas Pi (Non -Pressure) ASTM D3262/D3754 03/22/10 33 31 13 Fiberglass Pie (FRP) Ameran Bondstrand RPMP Pie ASTM D3262/D3754 04/09/21 33 31 13 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pie Group Thompson Pipe (Flowtite) ASTM D3262/D3754 03/07/23 3331 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberwong FRP ASTM -262, ASTM D3681, ASTM D4161, AWWA M45 09/03/24 1 3331 13 Fiberglass Pipe (FRP) Superlit Boru Saaayi A.S. Supertit FRP ASTM D3262, ASTM D3517, ASTM 3754, AWWA C950. " From Original Standard Products List FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer - Pipe/Polvmer Pipe 4/14/05 Pol er Modified Concrete Pi Amitech USA Me Pol Crete Pi ASTM C33, A276, F477 8" to 102", Class V 06/09/10 EI-9 Reinforced Pol ner Concrete Pie US Composite Pie Reinforced Polymer Concrete Pie ASTM C-76. Sewer - Pipes/HD PE 33-31-23(1/8/13) Bi h-densil of eth lene i e Phillips Driscopipe, Inc. Oticora Ductile Polyethylene Pie ASTM D 1248 8" Ffigh-densitv nolvethvIene nine PI-0 Inc. ASTM D 1248 8" High -density 1 eth lene Dive Polly Pipe, Inc. ASTM D 1248 8" High -density 1 eth lene pipe CSRHydro Conduit/Pipeline S tems McConnell Pipe Enlargement ASTMD 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 1 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AW WA C900 4" thou 12" 10/22/14 33-I142 DR-14.PVC Pressure Pipe Royal Budding Products Royal Scal PVC Pressure Pipe AW WA C900 4" 0uv 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) 33-31-20 PVC Sewer Pie J-M Manufacturing Co, Inc. (JM Eagle) SDR-26 (PSI 15) ASTM D 3034 4" - 15" t2/23/97" 33-31-20 PVC Sewer Pie Diamond Plastics Corporation SDR-26 (PSI 15) ASTM D 3034 4" fl ru 15" 33-31-20 PVC Sewer Pipe Lamson V y lon Pipe SDR-26 (PSI 15) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pie Vin (tech PVC Pie SDR-26 (PSI 15) ASTM D3034 4" thrn 15" 12/05/23 33-31 20 PVC Sewer Pie Vin (tech PVC Pie Gravity Sewer PS 115 ASTM F 679 18" 33-31-20 PVC Sewer Pie J-M Manufacturing Co, Inc. (JM Eagle) PS 115 ASTM F 679 IS" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Banco SDR-26 (PS 115) Gasket Fittings ASTM D-3034,.D-1784, etc 4" - 15" ` 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake) Gasketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 3120 PVC Sewer Pie Pi life Jet Stream SDR 26 (PS 115) ASTM F679 18"- 24" 3/19/2018 333120 PVC Sewer Pipe Pi life .let Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- I5" 10/21/2020 33 31 20 PVC Sewer Pie NAPCO(Westlake SDR 26 ASTM D3034 4" - 15" 10/22/2020 1 33 31 20 PVC Sewer Pie Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 10/21/2020 1 33 31 20 IPVC Sewer Pipe I NAPCO(Wcad ke) SDR 26 PS 115 ASTM F-679 18"- 36" " From Original Standard Products List FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Appurtenances 33-12-10 (07/OU131 09/03/24 33-12-10 Double Strap Saddle Ford Meter Box Co., Inc. 202B 1"-2" SVC, up to 16" Pip, 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blau #317 Nylon Coated Double Strap Saddle 07/23/12 33-12-.10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1 "-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Poweraeal 3450AS, Incl. Corp. Stop, Old Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,610OMT & 610MT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M ]Y" and 2" 525/2018 33-12-10 Curb Stops -Ball Meter Valves. Ford Meter Box Co., Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Ine. FB600-6-NL, FB1600-6-NL, FV23-666-W- NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Be. Co., Inc. FB6004-NL, FB16004-NL, BI1-444-WR- NL, B22444-WR-NL, L28- 4NL AWWA C800 I" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-24277N-3, B-2020ON-3, H- 15000N, , H-1552N, H142276N AWWA C800, ANSF 61, ANSI/NSF 372 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-2020ON-3, B-24277N-3,H- 15000N, H-14276N, H-15525N AWWA C800, ANSF 61, ANSUNSF 372 1-1/2" 525/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-2020ON-3,11-15000N, H- 15530N AWWA C800, ANSF 61, ANSI/NSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1 "-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tappingg Sleeve Coated or Stainless Steel JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steep Poweracal 3490AS (Flange) & 3490MJ V-8" and 16" 02/29/12 33-12-25 Tacoma Sleeve Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tappingg Sleeve Stainless Steel Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clam Powers.] 3232 Bell Joint Repair Clam. 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-IEPAF FTW Plastic Meter Box w/Com osite Lid DFW Plastics Inc. OFW39C-12-IEPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-IEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1 118 LID-9 Concrete Meter Bex Bass & Ha CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Ha CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) None Water - Combination Air Release 33-31-70 (01/08/131 ° EI-11 Combination Air Release Valve CA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" EI-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. t/2" I" & 2" EI-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #I45C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/141 10/01/87 E4-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Bartel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-IA2 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-I9895 AWWA C-502 01/l2/93 &142 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/89 E-I-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Bartel Fire Hydrant ITT Kdy Valve Shop Davmg No.D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 El-12 D Bartel Fire Hydrant Mueller Company 'hap Drawing FH-12 A-423 Su er Centmion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pip. & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-IA2 Dry Bartel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 E 101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 1 Magnetic Drive Vertical Turbine Hcay Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" " From Original Standard Products List FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsification Manufacturer Model No. I National Spec I Size Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 12/05/23 33-11-12. PVC Pressure Pie Vin (tech PVC Pie DR14 AWWA C900, AWWA C605, ASTM D1794 4"-16" 12/05/23 33-11-12 PVC Pressure Pie Vinyltech PVC Pipe DR18 AWWA C900, AWWA C605, ASTMD1784 IV-18" 09/03/24 33-11-12 PVC Pressure Pie Northern Pipe Products DR44 AWWA C900, AWWA C605, ASTM D1784 4"46" 09/03/24 33-11-12 PVC Pressure Pie Northern Pipe Products DR18 AWWA C900, AWWA C605, ASTM D1784 16"-18" 3/19/2018 33 1112 PVC Pressure Pie Pi life Jet Stream DR14 AWWA C900 4"-12" 3/19/2019 33 It 12 PVC Pressure Pie Pi elife Jet Stream DRl8 AWWA C900 16"-24" 5/25/2018 33 1112 PVC Pressure Pie Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6/2018 33 It 12 PVC Pressure Pipe J-M Manufacturing Co, Inc d/b/a JM Eagle DR 14 AW WA C90046 III' ANSUNSF6l NSF FM 1612 4"-28" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co, Inc d/b/a JM Eagle DRIB AWWA C900-16 UL 1295 ANSI/NSF 61 FM 1612 16"-24" 9/6/2019 331112 PVC Pressure Pipe Underground Solutions. Inc. DR14FuabI.PVC .AWWA C900 4"-8" 9/6/2019 3311. 12 PVC Pressure Pipe NAPCO(WestI lc,) DR18 AWWA C900 16"-24" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR14 .AWWA C900 4"-12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 .AWWA C900 4"- IT' Water - Piues/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/131 07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110 EI-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AW WA C 110 E1-07 Ductile Iron Fittings McWane/T ler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AW WA C I53, C 110, C III 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AWWAC153 V-12" 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flan a Uni-Flange Series 1400 AWWA Cl I1/CI53 4" to 36" 05/14/99 EI-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flan a Um -Flange Series 1500 Circle -Lock AW WA CI 11/CI53 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA CIII ICI 16/C153 4"to12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series I100 (for DI Pipe) AWWA CI I LIC I16/C153 4" to 42" 02/29/12 33-1I-11 PVC Pipe Mechanical Joint Restraint EBAA It.., Inc. Meg -lug Series 2000 If. PVC Pipe) AWWA CI l L/C 116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Si ma, Co. Sigma One -Lek SLC4- SLCIO AW WA CII1/CI53 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Si a. Co. Sigma Oar-Lok S1LCS4-SLCS12 AWWACIII/CI53 4" to 12" 08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLOE AW WA Cl 11/CI53 12" to 24" 08/10/98 EI-07 MJ Fittings(DIP) Si a, Co. Sigma On&Lok SLDE AWWAC153 4"-24" 10/12/IO E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to IT' 04/07/69 Interior Restrained Joint System Hultee Hydcogerp-R ASTM D395, D412. D471, D573, D883, DI 149, D 1229, D1349, D1414, D1415, D1566, F913 4'-12" 08/16/06 EI-07 Mechanical Joint Fittings SIP Industries Scram or Mechanical Joint Fittings AWWA CI53 4" to 24" 11/07/t6 33-1I-11 Mechanical Joint Retainer Glands Star Pi Products, Inc. PVC Stargrip Series 4000 ASTM A536 AWWA Cl 11 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pie Products, Inc. DIP Stargrip Series 3000 ASTM A536 AW WA CI I I 03/19/18 3341-11 Mechanical Joint Retainer Glands SIP Industries(Scramore) EZ Grip Joint Restraint (EZD) Black For DIP ASTMA536AWWACI1l 3"-48" 03/19/19 33-11-11 Mechanical Joint Retainer Glands SIP lodustries(Scrampore) EZ Grip Joint Restraint (EZD) Red for C900 DR 14 PVC Pipe ASTM A536 AWWA C11 I V-12" 03/19/IS 33-11-11 Mechanical Joint Retainer Glands Sff Imfi stri Scram pore) EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC Pipe ASTM A536 AWWA C 111 16"-24" " From Original Standard Products List FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - PiyesNalves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/151 Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C5I5 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 &2524.(SO 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SO 94-20247) AWWA C515 I6" 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 EI-26 Resilieat Wedge Gate Valve American AVK Curnpany American AVKResilient Beaded GV AWWA C509 4" to. 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" E1-26 Resilient Seated Gate Valve M&H 4" - 12" EI-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SO 6647) AWWA C515 I6" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for I8"-24" (SD 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36". C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/89 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV SD D-20995) AWWA C515 16" 11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SO D-21652) AWWA C515 24" and smallor 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 EI-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420-stem, 4" - 12" E I-26 Resilient Seated Gate Valve U.S. Pipe and FoundryCo. Metroseal 250, r m reentsSPL #74 3" to. 16" 10/26/16 33-12-ZO Resilient Seated Gate Valve EJ (East Jordan Iran Works.) EJ 14—Master Gate Valve & Boxes 08/24/18 Mateo Gate Valve Mateo-Norea 225 MR AWWA/ANSICtl5/An21.15 4" to 16" Water - PipesNalves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/141 EI-30 Rubber Seated Butterfly Valve HenryPratt Co. AWWA C-504 24" EI-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Deurik Valves Co. AWWA C-504 24" and lacer 06/12/03 EI-30 Vahnatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatie American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 EI-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33 12 21 Rubber Scaled Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Buttertly Valve AWWA C-504 30"-54" 09/03/24 33 1221 Rubber Seated Butterfly Valve American AVK Counparty AWWA C504 Butterfly Valve Class 250B AWWA C-504 24" - 48" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/12/05 EI-13 Pot ethylene Encasment Flessol Packaging Fulton Enterprises AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD 05/12/05 EI-13 Polyethylenem Encasent AEP Industries Bollstrung by Cowtown Bolt & Gasket AWWA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - Sampling Station 03/07/23 33 1250 Water Sam En Station Ku ferle Foundry Company Eclipse, Number 88, 12-inch Depth of Buy As shown in spec. 33 12 50 09/021124 3342 50 W-eF 9—pli.8 Statiea �.re. MMAR9901- This product removed Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller H droguard HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN-2-PVC-0I8-LPLG(Pcrmanont) 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse#9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review ofproducts which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. Wben Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Yellow Highlight indicates recent changes " From Original Standard Products List O 04 A A A A A A A A Al AlvM m m m _ > > fA N .. F > > y N .. > > V: h > ? N. > > N h > c y. c N h > > h y > > y h > 7 y... > > > h N .. > A ti ti > > h N ... - y ti .. ... ? h N .. 3,A N y ... h N ... y h ... h ti ... h ti ... h N h - S O S O b O O S 0 0 0 0 S O O S O M V O 0 0 0 0 O S O O b 0 0 0 OO O S S S O S ti w w y 0 0 0 N 0 3 3 3 3 a R �[ry�N��d' b� bl� V ? 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