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065145 - Construction-Related - Contract - Stabile & Winn, Inc.
CSC No. 65145 FORT WORTH '6,� CONTRACT FOR THE CONSTRUCTION OF Mattie Parker Mayor OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 2022 Bond Year 2 Contract 7 City Project No. 104150 Jesus "Jay" Chapa City Manager Chris Harder Director, Water Department Lauren Prieur Director, Transportation and Public Works Department Prepared for The City of Fort Worth Water Department and TPW 2025 PREPARED BY: BGE, Inc. 777 Main Street, Suite 1900 FORT WORTH, TX 76102 M TBPE Registration No. F-1046 CARL J. KROGNESS .........................� -o : 91869 -0. h�ss .0 ENS..NG,�' ONAL 10/10/2025 BGE, c. F-1046 FORT WORTH 4114i City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Pagel of 6 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 0005 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 0041 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 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 007200 General Conditions 09/01/2025 0073 00 Supplementary Conditions 9/19/2025 Division 01- General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 012500 Substitution Procedures 07/01/2011 01 29 75 Materials On Hand 9/19/2025 01 31 19 Preconstruction Mee ting 09/01/2025 01 31 20 Project Meetings 07/01/2011 0132 16 Construction Schedule 10/06/2023 01 32 33 Preconstruction Video 07/01/2011 013300 Submittals 12/20/2012 0135 13 Special 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 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 0158 13 Temporary Project Si na e 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 2022 Bond Year 2 Contract 7 City Project No. 104150 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 1017839 1 Project Record Documents 1 O7/01/2O11 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Date Division 31- Earthwork Modified 31 1000 Site Clearing Division 34 - Transportation 3471 13 1 Special Provision to Standard Specification 34 71 13 Additional S ecifications 99 99 00 1 Additional Specifications Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.2ov/tpw/contractors/ or https://apps.fortworthtexas.2ov/Pro 0ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 03/11/2022 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 4--3446 , 2�tz 4--80-00 QQQ/2Qt2 Division 26 - Electrical Division 31- Earthwork 31 00 00 Site Clearing 03/22/2021 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 04/29/2021 34-36-00 Cwiens „�'.� ^�i 31 37 00 Ri ra 12/20/2012 Division 32 - Exterior Improvements CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 06/13/2025 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 3244-3-7 Liquid Trvated Soil Stabilizff n a /s 32 12 16 Asphalt Paving 6/07/2024 2 17 7-3 12/20/2012 32 13 13 Concrete Paving 06/13/2025 32 1320 Concrete Sidewalks, Driveways and Barrier Free Rams 12/09/2022 32 1373 Concrete Paving Joint Sealants 12/20/2012 32444-6 , /�;i 32 1613 Concrete Curb and Gutters and Valley Gutters 12/09/2022 32 17 23 Pavement Markings 06/10/2022 324q--15 Curb Address Pa44ing 11/013 3231 13 Chain Fences and Gates 12/20/2012 42 41 n W -e > enees a -a Gates w/m/ant4 32 31 29 Wood Fences and Gates 12/20/2012 3232 13 Cast -in -Place Concrete Retaining Walls 06/05/2018 3291 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 3292 13 Sodding 05/13/2021 3-2� n5/10 3a02-1 1 n1 /n�24 32 93 43 Trees and Shrubs 12/20/2012 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 33-04 4-0 1 / tz 33--044-1- r,,..Fesie r,...,-..,,1 'Test Stations 12/�1-2 32 12/n�14 33 04 30 Temporary Water Services 09/19/2025 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Pipes 03/11/2022 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 22�0 (`..n a -ete Water- Vaults 12/20 20112 3305 17 Concrete Collars 03/11/2022 22 nc 2-n T✓--v�-av 1 �/�n/�n1 � �z 3 nc -11 rr,,., e T ifier Ul.,+o 12/20/20 2 22 1 /ten/ i 22� 12/204012 22 er-12rn9 33 05 26 Utility Markers/Locators 12/20/2012 CITY OF FORT WORTH 2O22 Bond Year Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pie 12/09/2022 33 11 11 Ductile Iron Fittings 09/20/2017 33 11 12 Polyvinyl Chloride PVC Pressure Pie 09/09/2022 22PFessufe n3/n5 2 2Fi#iags pe i /7�vii 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 12 11 Large Water Meters 12/20/2012 33 1220 Resilient Seated Gate Valve 05/06/2015 22Values 04N10 1�n 33 1225 Connection to Existing Water Mains 02/06/2013 333--Q-3-0 , / M2 33 1240 Fire Hydrants 01/03/2014 3 1'f cn �-rz�v i2/201120 � izrsvrz�z 33-4-2C9 n6/o n�1-3 3331 12 Cured in Place Pipe (CIPP) 12/20/2012 23 3 12Fiber-glass pe 17/� 2Density nn /n�� pe 33-4-1� 49 mW l22 Sewe 22� 31 21 122z 33-34-22 t /z 2 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 3331 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 3339 10 Cast -in -Place Concrete Manholes 12/13/2024 33 39 20 Precast Concrete Manholes 12/13/2024 33 39 30 Fiberglass Manholes 12/13/2024 4-9Aeeess 33-39-60 r ; s for- Samna,-y Sewe ctpaetufe 33-4440 n� /n 334444 t 1/��n �n11Z 1 1 /l43190is 3Pi. 06 no n�z 32�-46-00 Subdrainage 1 71 M z 3346-04- n:7/n T 3346-02 Tr-e i, D,. 47P244 22� (`,mot :, D-we Manholes .,.1 T,,.,etion Box-pes; 12/1rLr13/2024 33 49 20 Curb and Drop Inlets 03/11/2022 33--49-40 07/n 4041T Division 34 - Transportation 34n1 1n tials 0 /11 242- 2444- i rAr44raeh,,,nef4A GefA+eliler-Gabiacc 424440475 2 n n�n03Softwar-e0i'92 2A it1 11 11424014 �rrrrr � 34 414-3 4311 3n 4120 Roadway 111uwAnafien Assemblies 12/20/2012 CITY OF FORT WORTH 2O22 Bond Year Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 34nt �Roadway06i15/2015 344o2 06no 54015 zn nt =- n3 —way0641500i5 34 41 30 Aluminum Signs 11/12/2013 34--44 $8 02i 6 3471 13 Traffic Control 03/22/2021 Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-6.06.D 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 2O22 Bond Year Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 4/2/26, 7:19 PM CITY COUNCIL AGENDA Create New From This M&C REFERENCE **M&C 26- 202022 BOND YEAR 2 DATE: 3/31/2026 NO.: 0259 LOG NAME: CONTRACT 7 - STABILE AND WINN CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT. (CD 9) Authorize Execution of a Contract with Stabile & Winn, Inc., in the Amount of $15,683,491.90, for Combined Street Paving Improvements and Water and Sanitary Sewer Main Replacements for the 2022 Bond Year 2 - Contract 7 Project; Adopt Appropriation Ordinances to Effect a Portion of Water Department's Contribution to Fiscal Years 2026-2030 Capital Improvement Program, and for Street Repair Funding; and Amend the 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 Stabile & Winn, Inc., in the amount of $15,683,491.90 for combined street paving improvements, water improvements, and sanitary sewer main replacements for the 2022 Bond Year 2 - Contract 7 project (City Project No.104150); 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund in the amount of $12,127,084.00 from available PayGo residuals in the Water and Sewer Capital Projects Fund, for the purpose of funding the 2022 Bond Year 2 - Contract 7 project (City Project No. 104150) to effect a portion of Water's Contribution to the Fiscal Years 2026-2030 Capital Improvement Program; 3. Adopt the attached appropriation ordinance adjusting estimated receipts and appropriations in the Tax Notes Series 2025 Fund, by increasing estimated receipts and appropriations in the 2022 Bond Year 2 - Contract 7 project (City Project No. 104150) in the amount of $5,375,500.00, and decreasing estimated receipts and appropriations in the Street Improvement Deteriorating Streets programmable project (City Project No. PB0019) by the same amount; and 4. Amend the Transportation & Public Works Contribution to the Fiscal Years 2026-2030 Capital Improvement Program. DISCUSSION: This Mayor and Council Communication (M&C) is to authorize a construction contract for the Year 2 Neighborhood Streets Improvements project associated with the 2022 Bond Program. The 2022 Bond Year 2 - Contract 7 project includes water, sanitary sewer, and street paving improvements on approximately 6.39 lane miles, on the following streets: Street West Boyce Avenue Cherokee Trail Gordon Avenue Martin Lydon Avenue Rector Avenue Yates Street From McCart Avenue West Seminary Drive West Spurgeon Street Townsend Drive West Seminary Drive James Avenue To Scope East Dead End Water/Sewer/Paving West Gambrell Water/Paving Street South Dead End Water/Paving James Avenue West Gambrell Street Paving Water/Paving West Dead End Water/Sewer/Paving apps. cfwnet.org/council_packet/mc_review.asp?I D=34302&councildate=3/31 /2026 1 /4 4/2/26, 7:19 PM Street From M&C Review To Scope Wayside Avenue* Easement between McCart Avenue and Wayside Avenue* Cockrell Avenue* Easement between Rector Avenue and Cockrell Avenue* West Seminary Drive* West Spurgeon Street* Easement West of Townsend Drive* West Boyce Avenue West Fuller Avenue West Seminary Drive West Seminary Drive 155 feet East of Rector Avenue/Seminary Drive intersection Frazier Avenue Yates Avenue Gambrell Street Water/Sewer 714 Feet North Sewer Morrell Street Water Gambrell Street Sewer 315 feet West Sewer Stanley Avenue Water 1,160 feet North Water Easement between 203 feet West and 343 North of Townsend Drive and the 1,400 feet South Sewer Gordon Avenue* Martin Lydon Avenue/Gordon Avenue intersection Easement between Stanley Avenue and Gordon Avenue* Townsend Drive* Easement between Stanley Avenue and James Avenue* West Spurgeon Street South Crest Drive Martin Lydon Avenue West Fuller Sewer Avenue Yates Street Water 1,330 feet South Sewer Stanley Avenue* Martin Lydon Avenue South Dead End Water/Sewer Frazier Avenue* West Spurgeon Street 451 feet North Water Easement South of 190 feet West and 370 feet South Yates Avenue* of the Yates Street/Gordon 380 feet East Sewer Avenue intersection *Due to the close proximity to the 2022 Year 2 — Contract 7 project streets above, the Water Department requested that water main extensions on these streets be included with this project in order to replace cast iron water mains, loop the water system, and provide increased efficiency. Asphalt paving rehabilitation will be conducted on the indicated streets following the installation of the water main. Additionally, deteriorated sanitary sewer mains will be replaced in the indicated streets and easements. The project was advertised for bid on November 19 and November 26, 2025, in the Fort Worth Star - Telegram. On December 18, 2025, the following bids were received: Base Bid Amount ** Alternate A Bidders Amount Time of (Concrete Completion Paving) (Asphalt Paving) Stabile & Winn, Inc. $15,683,491.90 $15,784,607.90 540 Calendar Days Western Municipal Construction of Texas, LLC. $22,938,365.80 $23,037,045.40 **In an attempt to secure alternate bids, staff advertised the project with concrete as the base bid to reconstruct existing streets included in the bond with concrete travel lanes. Alternative A was bid as a rehabilitation of the existing roadway with new asphalt and replacement of damaged curb and gutter. Staff apps. cfwnet.org/council_packet/mc_review.asp?I D=34302&counci Idate=3/31 /2026 2/4 4/2/26, 7:19 PM M&C Review recommends award of the contract for the base bid (Concrete Option). Concrete paving typically has a twenty-year lifespan, while asphalt paving has a ten-year lifespan. Additionally, the maintenance costs of concrete pavement are typically lower than those of asphalt pavement. SMALL BUSINESS (SB) GOAL: Stabile & Winn, Inc. has met the City's small business goal. Stabile & Winn, Inc. is a small business contractor and will self -perform the work. The Transportation & Public Works (TPW) Department's share of this contract is $4,624,848.50. The paving funds for this project are included in the 2022 Bond Program. The Water Department's share of this contract is $11,058,643.40 and will be available in the Water and Sewer Capital Projects Fund for the project (City Project No. 104150). In addition to the contract amount, $1,255,081.60 (Water: $394,454.10, Sewer: $342,227.50, and Paving: $518,400.00) is required for project management, material testing, and inspection. $564,010.50 (Water: $177,220.00, Sewer: $154,539.00, and Paving: $232,251.50) is provided for project contingences. The sanitary sewer component of this project is part of the Sanitary Sewer Overflow Initiative Program of the Water Department. Approximately 12,830 linear feet of cast iron water pipe and 6,843 linear feet of sanitary sewer main will be removed and replaced as part of this project. It is the practice of the Water Department to appropriate its Capital Improvement Program plan throughout the Fiscal Year, rather than within the annual budget ordinance, as projects commence and additional funding needs are identified, and to comply with bond covenants. Appropriations for the water, sanitary sewer, and paving improvements for the 2022 Bond Year 2 - Contract 7 project (City Project No. 104150) by Fund will consist of the following: Fund Existing Additional Project Appropriations Appropriations Total* 34027 - 2022 Bond $473,460.00 $0.00 $473,460.00 Program 34033 - Tax Notes Series $0.00 $5,375,500.00 $5,375,500.00 2025 52002 — Stormwater $26,000.00 $0.00 $26,000.00 Capital Projects 56002 - W&S Capital $763,790.00 $12,127,084.00 $12,890,874.00 Projects Project Total $1,263,250.00 $17,502,584.00 $18,765,834.00 *Numbers rounded for presentation purposes. Funding is budgeted in the Unspecified -All Funds project with the Water and Sewer Capital Projects Fund and Street Improvement Deteriorating Streets programmable project with the Tax Notes Series 2025 Fund, for the Transportation and Public Works Department for the purpose of funding the 2022 Bond Year 2 — Contract 7 project, as appropriated. Funding for this project was not included in the Transportation and Public Works FY 2026-2030 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. This project is included in the 2022 Bond Program and the Street Improvement- Deteriorating Streets. The City's Extendable Commercial Paper (ECP) (M&C 22-0607; Ordinance 25765-08-2022) provided liquidity to support the appropriation. Available resources will be used to actually 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 9. FISCAL INFORMATIONXERTIFICATION: apps. cfwnet.org/council_packet/mc_review.asp?I D=34302&counci Idate=3/31 /2026 3/4 4/2/26, 7:19 PM M&C Review The Director of Finance certifies that funds are available in the Street Imprv-DeterioratingSts programmable project within the Tax Notes Series 2025 Fund, and in the Unspecified All -Funds project within the W&S Capital Projects Fund and upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the W&S Capital Projects Fund and Tax Notes Series 2025 Fund for the 2022 Bond Year 2— Contract 7 project to support the execution of the construction contract. Prior to any expenditure being incurred, the Transportation & Public Works and the Water Department have the responsibility to validate the availability of funds. TO Fund Department Account Project ID ID FROM Fund Department Account Project ID ID Submitted for City Manager's Office by... Originating Department Head: Additional Information Contact: Program Activity Budget Year Program Activity Budget Year Reference # Amount (Chartfield 2) Reference # Amount (Chartfield 2) Jesica McEachern (5804) Lauren Prieur (6035) Monty Hall (8662) ATTACHMENTS 202022 BOND YEAR 2 CONTRACT 7 —STABILE AND WINN funds avail.docx (CFW Internal) 2022 BOND YEAR 2 CONTRACT 7 - STABILE FID Table Rev 2.19.26 (2).xlsx (CFW Internal) Form 1295 Certificate 101482980.pdf (CFW Internal) M&C Map CPN104150 202213ond NS Year2 Co7.pdf (Public) ORD.APP 202022 BOND YEAR 2 CONTRACT 7 — STABILE AND WINN 34033 A026(R3).docx (Public) ORD.APP 202022 BOND YEAR 2 CONTRACT 7 — STABILE AND WINN 56002 A026(R2).docx (Public) Sam.Gov Report.pdf (CFW Internal) apps. cfwnet.org/council_packet/mc_review.asp?I D=34302&counci Idate=3/31 /2026 4/4 CITY OF FORT WORTH Transportation and Public Works Department 2022 Bond Year 2, Contract 7 City Project No. 104150 ADDENDUM NO.1 Addendum No. 1: Issued Friday, December 12d', 2025 Bid Date: Thursday, December 18111, 2025 This Addendum forms part of the Contract Documents and Specifications for the above - referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, and in the proposal (SECTION 00 4100). Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The specification documents for 2022 Bond Year 2, Contract 7, City Project No. 104150, are hereby revised by Addendum No. 1 as follows: I. SPECIFICATIONS & CONTRACT DOCUMENTS: a. SECTION 00 41 00 — Replace the BID FORM in its entirety with the attached revised BID FORM. b. SECTION 00 42 43 — Replace the PROPOSAL FORM in its entirety with the attached revised PROPOSAL FORM. c. SECTION 00 52 43 — Replace the AGREEMENT in its entirety with the attached revised AGREEMENT. d. B ID TABLE (BT-581P) - The bid table has been revised in Bonfire to reflect the changes made to the proposal form. e. BID TABLE (BT-13TY) - The bid table has also been revised in Bonfire to include the changes made to the proposal form. £ SUBMISSION INSTRUCTIONS — 26-0051 — The submission instructions have been updated to include Addendum No.I under the Requested Information Section. II. CONSTRUCTION PLANS The following is a summary of the sheets that were replaced or added. a. SHEET 2R--LEGEND, INDEX & ABBREVIATIONS. Replaced sheet to include updated sheet index. b. SHEET 58R-62R — SEWER PLAN & PROFILE — M-195-13R. Replaced sheets to update 15" DIP to 16" DIP and CS to CLSM. c. SHEET 63R — SEWER PLAN & PROFILE — M-195-ALT. Replaced sheet to update Page 1 of 6 CITY OF FORT WORTH 2022 Bond Year 2, Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 14, 2022 Addendum 1 Select Fill to CLSM d. SHEET 69R-74R - PAVING - PROPOSED TYPICAL SECTION, Replaced sheets to update CEMLIME to lime stabilized subgrade for Base Bid, updated pavement width from 29' to 3 V for Boyce Ave, and updated #4 bars to 43 bars. Asphalt pavement sections have also been updated to reflect the use of 5" CTB in lieu of CEMLIME stabilization under the curb. e. SHEET 93R-95R — PAVING PLAN & PROFILE — RECTOR AVE. Replaced sheets to include Base and Alternate bid as well as updated profiles. f. SHEET 95A-95E — ROAD CROSS SECTIONS — RECTOR AVE. Included cross- section sheets for Rector Ave. g. SHEET 97 --- PAVING PLAN & PROFILE — BOYCE AVE. Added note for contractor to protect the existing barricade. h. SHEET 114R _ PAVING PLAN & PROFILE — GORDON AVE. Added note for contractor to protect the existing barricade. 1. SHEET 152R —STANDARD DETAILS -- PAVEMENT — SHEET 3 OF 8. Replaced paving detail D519. M. NOTE TO CONTRACTOR a. Unit III paving legend shows ALT I and ALT 2. ALT l corresponds to the Base bid, while ALT 2 corresponds to the alternate bid. The following questions have been asked through Bonfire. The City of Fort Worth's responses are below. a) Q: Is an estimated cost available? A.: The engineer's estimated cost is approximately $16M. b) Q: Quantities for Pulverization, CEML1'ME, and Asphalt are not computing properly in all Units. Can you please verify these quantities? A: Unit l quantities have been revised and updated in the revised Proposal Form. Unit 2 does not include proposed paving items. The paving quantities for Unit 3 and Unit 3A have been updated in the revised Proposal Form. c) Q►: Please clarify the paving width on Boyce. The paving section detail on sheet 70 shows 29' back -to -brick but the plan/profile drawings on sheets 96 & 97 appears to be 31 ' back -to -hack ? A. The Paving Section on Sheet 70 has been updated to reflect 3 V back-to-back. d) Q: There isn't a bid item for the 336 LF of 20" Steel Casing Pipe for the 12"Sewer Carrier Pipe? A: 24" Steel Casing By Other Than Open Cut has been added to the Proposal Form in Unit 2 to account for this quantity. e) Q: Bid Item # 38 has a quantity of 1038 LF, but there is only 702 LF of 30" Casing BOTOC in the plans Page 2 of 6 CITY OF PORT WORTH 2422 Bond Year 2, Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 144150 Revised September14,2022 Addendum I A: The quantity has been updated in the revised Proposal Form. Q: Bid Item #40 calls for IS " Sewer Carrier Pipe, but carrier pipe must be ductile iron and there is no such thing as 15" ductile iron pipe. It would have to be 16" class 250 ductile iron pipe with P401 lining. A: Pipe size has been updated to 16" Sewer Carrier Pipe. The Proposal Form has been updated to reflect the changes. g) Q: The plans don't clearly call out the sanitary sewer services It would be a great help if the sewer services were shown as clearly as the water services are in the plans. At least an approximate location of where the existing and proposed services should be installed A: The location for existing sanitary sewer services for by -other -than -open -cut sections can be identified by Unit 2 Bid Item #25, Pre -CCTV Inspection. All other existing services are to be identified and reconnected during open -cut construction. All proposed services shall connect to existing lines in accordance with City detail D214/D215. h) Q. Item 26 Temporary asphalt paving repair quantity needs to be higher it does not include the water services. A: Temporary asphalt quantities have been updated in the revised Proposal Form. i) Plan sheet 128 shows a major manhole adjustment on a storm drain manhole. Will this be required? Typically, we do not have to perform major manhole adjustments, only minor, on storm drain manholes. A: A major manhole adjustment is anticipated as the pavement elevation is changing by more than 6" at this Iocation, j) Plan sheet 130 has the following "Landscaping Including 3 Pines and 2 Palsts installed post survey dated April 2030". Will there be anything required froth the contractor associated with this note or is it for information only? A: This note was included for information only. k) Please clarify the reinforcement for the concrete paving section. Typical section shown on plan sheets 69-74, reference #4 @ 181' C C, but all the Standard Details Pavement reference #3 @ 18" C-C A: Typical concrete paving sections have been updated to reflect #3 bars @ i 8" C-C. 1) Please clarify the type of'subgrade stabilization for the concrete paving sections. The Typical Sections shown on plan sheet 69-74 all state 8" Cem-Lime Stabilized subgrade, but the bid items in the proposal are for Lime Stabilization. A: Sheet updated to include lime -stabilized subgrade for the Base Bid (concrete) paving sections. Page 3 of 6 CITY OF FORT WORTH 2O22 Bond Year 2, Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 14, 2022 Addendum 1 m) Will the city allow 5" of plant mixed CTB under the curb and gutter section for the POL option of street reconstruction? The details read 5" in place cem-lime stabilized subgrade @ 32 #/SY. The city typically allows either in this case. A: Yes, the city will allow 5" of CTB in lieu of Cemlime stabilized subgrade to be placed under the curb and gutter for street segments in which POL street reconstruction will be performed. This is considered subsidiary to the cost of the curb and gutter. The plans have been updated to reflect this. n) Please provide a detail for the concrete rip -rap. I do not find a detail indicating the thickness or the reinforcement. A: Reinforced Concrete Riprap 13419-MOD is shown on sheet 158. o) There are currently dead barricades at the end of Gordon and W. Boyce Ave. These are not shown on the plans to be removed and/or replaced. The one on W Boyce also currently has a guardrail, but the one on Gordon does not. It appears the proposed paving limits stop well short of these barricades. Please clarify if these need to be removed and replacedlrelocated to the end of the proposed paving limits. If so, please add bid items for this work.. A: Barricades and guardrails are to remain in place in both cases. A note has been included on the plans indicating that the contractor is to protect the existing guardrail and barricade. p) There are no pay items in any of the units for CemLime Treatment by the SY. There are pay items for the material by the TON (actually two pay items in Unit 3, though neither is a correct quantity based on 32 lbslsy), There are no pay items in Unit 2 for Pulverization, CemLime Treatment, 3"HMAC nor CemLime material A: The statement that there are no POL items in Unit 2 is correct. POL for Water Department scope (Water and Sewer) is included in Unit l Items 74, 66, and 86. The application of the CEMLIME is included in the work paid for under City Specification 02 41 15 Pavement Removal Item H—Pavement Pulverization. q) There are 2 bid items 8" Cem-Lime in Unit 3 - Items #13 & #46. I believe bid item #46 should be deleted. Unit 3 Bid Items 22 & 32 are both for Remove Concrete Pavement. A: The duplicate items have been deleted. r) The IFB Plan Set reflects (3) separate instances of Casing By Other Than Open Cast on Sheets 58, 61162, and 63, which total 1038 LE However, IFB Sheet 63 calls for 336 LF of 24" diameter casing to be installed, not 30" casing. Can you please confirm the diameter and qly of Casing By Other Than Open Cut to be installed? A: The proposal. form has been revised to reflect what is shown in the plans. Page 4 of 6 CITY OF FORT WORTH 2O22 Bond Year 2, Contraet 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City project No. 104150 Revised September 14, 2022 Addendum 1 The following questions were asked at the Pre -bid Meeting, The City of Fort Worth's responses are below, s) Q: Are 450 Calendar days sgffrcient far construction? A: Contract time has been extended to 540 calendar days. This is reflected in the revised Bid Form and Agreement. t) Q: Will the contractor be able to close Yates St to install deep sewer? A: Full street closure is not the design intent of the plans or permitted. All street closures must be approved and processed by the Transportation Public Works Right - of -Way Management Permitting team. u) Q: Will CLSM be allowed alternative to CSS on Yates St sewer? A: Sanitary Sewer backfill material has been revised to CLSM on Yates. v) Q: 1Is tl:ere a reason far the rlel(rved start,for construction (April/May)? A: The City anticipates 3-4 months for award of contract; no pending easements or relocations are preventing an earlier NTP. w) Q: Are 15' contraction joints preferable over standard 301 A Detail (D519) has been updated to 30' contraction joints, x) Q: Can you double -cheek the quantity for temporary pavement repair under Unit I? Does it take into account the service lines? A: The bid item for temporary pavement repair has been updated to reflect the addition of water services in the proposal fonn. Page 5 of 6 CITY OF FORT WORTH 2022 Bond Year 2, Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 104150 Revised September 14, 2022 Addendum 1 This Addendum No. 1 forms part of the Specifications and Contract Documents for the above - referenced project and modifies the original Project Manual and Contract Documents of the same. Acknowledge your receipt of Addendum No. 1 by completing the requested information in the space provided in Section 00 4100, Bid Form, Page 3 of 3 A signed copy of Addendum No. 1 should be included in the submitted sealed bid at the time of bid submittal. Failure to acknowledge the receipt of Addendum No. 1 could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. Addendum No. 1 RECEIPT ACKNOWLEDGEMENT: By: any: Stabile & Winn, Inc. p Y Address: P.O. Box 79380 City: Saginaw State: TX Lauren Prieur, P.E. Director, Trans ortation and Public Works By: -a Grek Roins, P.E. Engineering Manager Page 6 of 6 CITY OF FORT WORTH 2022 Bond Year 2, Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 14, 2022 Addendum 1 0011 13 INVITATION TO BIDDERS Pagel of 3 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of 2022 Bond Year 2 — Contract 7, City Project No. 104150 ("Project") will be received by the City of Fort Worth via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=open0i)portunities, under the respective Project until 2:00 P.M. CST, Thursday, December 18, 2025. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST in the City Council Chambers. 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:Hfortworthtexas.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. 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. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104150 Revised 2/08/24 0011 13 INVITATION TO BIDDERS Page 2 of 3 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: 1,600 LF —12" Water Pipe 10,850 LF — 8" Water Pipe 2,100 LF — 15" Sewer Pipe 5,850 LF — 8" Sewer Pipe 33,600 SF — 4" Conc Sidewalk 21,500 SY — 11"Pavement Pulverization 17,950 SY — 3" Asphalt Type D 22,550 SY — 6" Conc Pvmt 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 hops:Hfortworthtexas.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:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Proj ect. 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, as well as simultaneously via a web conferencing application: DATE: December 2, 2025 TIME: 1:00 pm 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104150 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 November 19, 2025 November 26, 2025 END OF SECTION CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104150 Revised 2/08/24 0021 13 INSTRUCTIONS TO BIDDERS SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms Pagel 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 () 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104150 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 9 Prequalifcation 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/cfw-departments-tpw- contractors under Division 00 - General Conditions and as follows: 3.1.1. Paving — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding.aspx?QS=4d008O4b I33b408a85a69323548dda25 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at: https:Hgpp-us3.e- builder.net/public/publicLanding.aspx?QS=e43c4239775f4b2583552cO29c6aI ed2 3.1.3. Water and Sanitary Sewer — Requirements document located at: https:Hgpp-us3.e- builder.net/public/publicLanding.aspx?Q S=4fc66ff8c36c4cO29d542d4e5 5114e8d 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. 3.5. Omitted 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder: CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104150 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 3 of 9 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. 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. Omitted 4.1.5. 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." 4.1.6. 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. 4.1.7. 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. 4.1.8. 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. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104150 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 9 4.1.9. 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. 4.1.10. 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. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104150 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 9 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or 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://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities on or before 2 p.m., the FRIDAY 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.copkportal/?tab=openOpportunities CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104150 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 9 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by 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. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104150 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 9 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents. 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 CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104150 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 8 of 9 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. 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. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104150 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 9 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. 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 httys://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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 104150 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) https://www.ethics.state.tx.us/data/fori-ns/conflict/CIS.pdf ❑ CIQ Form does not apply ❑ CIQ Form is on file with City Secretary O CIQ Form is being provided to the City Secretary ❑ CIS Form does not apply ❑ CIS Form is on File with City Secretary E1 CIS Form is being provided to the City Secretary BIDDER: Stabile & Winn, Inc. By: Jerry He erson P.O. Box 79380 Signature: Saginaw, TX 76179 Ti Vice President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 BOND YEAR 2 CONTRACT 7 Revised February 24, 2020 CITY PROJECT NO. 104150 - Bid Proposal Workbook Addendum 1 (1) CONFLICT OF INTEREST QUESTIONNAIRE FORM CIO For vendor doing business with local governmental entity This questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session. OFFICE USE ONLY This questionnaire is being filed in accordance with Chapter 176, Local Government Code, by a vendor who Date Received has a business relationship as defined by Section 176.001(1-a) with a local governmental entity and the vendor meets requirements under Section 176.006(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later than the 7th business day after the date the vendor becomes aware of facts that require the statement to be filed. See Section 176.006(a-1), Local Government Code. A vendor commits an offense if the vendor knowingly violates Section 176.006, Local Government Code. An offense under this section is a misdemeanor. Name of vendor who has a business relationship with local governmental entity. Stabile & Winn, Inc. 2 Checkthis box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date on which you became aware that the originally filed questionnaire was incomplete or inaccurate.) 3 Name of local government officer about whom the information is being disclosed. NONE Name of Officer 4 Describe each employment or other business relationship with the local government officer, or a family member of the officer, as described by Section 176.003(a)(2)(A). Also describe any family relationship with the local government officer. Complete subparts A and B for each employment or business relationship described. Attach additional pages to this Form CIO as necessary. A. Is the local government officer or a family member of the officer receiving or likely to receive taxable income, other than investment income, from the vendor? 71 Yes Fx1 No B. Is the vendor receiving or likely to receive taxable income, other than investment income, from or at the direction of the local government officer or a family member of the officer AND the taxable income is not received from the local governmental entity? Yes Fx] No 5 Describe each employment or business relationship that the vendor named in Section 1 maintains with a corporation or other business entity with respect to which the local government officer serves as an officer or director, or holds an ownership interest of one percent or more. NONE - - 6 ❑ Check this box if the vendor has given the local government officer or a family member of the officer one or more gifts as described in Section 176.003(a)(2)(B), excluding gifts described in Section 176.003(a-1). 7 _ 8f ture of vendor doing business with the governmental entity ate Form provid6d"by Texas Ethics Commission www.ethics.state.tx.us Revised 11/30/2015 2022 Bond Year 2 Contract 7 City Project No. 104150 LOCAL GOVERNMENT OFFICER FORM CIS CONFLICTS DISCLOSURE STATEMENT (Instructions for completing and filing this form are provided on the next page.) This questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session. OFFICEUSEONLY This is the notice to the appropriate local governmental entity that the following local government officer has become aware of facts that require the officer to file this statement Dale Received in accordance with Chapter 176, Local Government Code. Name of Local Government Officer NONE 2 Office Held N/A 3 Name of vendor described by Sections 176.001(7) and 176,003(a), Local Government Code N/A 4 Description of the nature and extent of each employment or other business relationship and each family relationship with vendor named in item 3. N/A 5 List gifts accepted by the local government officer and any family member, if aggregate value of the gifts accepted from vendor named in item 3 exceeds $100 during the 12-month period described by Section 176.003(a)(2)(113). Date Gift Accepted —NIA Description of Gift N/A Date Gift Accepted N/A Description of Gift N/A Date Gift Accepted _ N/A Description of Gift _ N/A (attach additional forms as necessary) 6 AFFIDAVIT I swear under penalty of perjury that the above statement is true and correct. I acknowledge that the disclosure applies to each family member (as defined by Section 176.001(2), Local Government Code) of this local government officer. I also acknowledge that this statement covers the 12-month period described by Section 176.003(a)(2)(B), Local Government Code. Signature of Local Government Officer AFFIX NOTARY STAMP / SEAL ABOVE Sworn to and subscribed before me, by the said this the day of 20 , to certify which, witness my hand and seal of office. Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath Form provided by Texas Ethics Commission www.ethics.state,tx.us Revised 11/30/2015 2022 Bond Year 2 Contract 7 City Project No. 104150 SECTION 00 4100 BID FORM TO: The Purchasing Manager C/o: The Purchasing Division 100 Fort Worth Trail City of Fort Worth, Texas 76102 FOR: 2022 Bond Year 2 Contract 7 City Project No.: 104150 Units/Sections: UNIT 1 - Water Improvements UNIT 2 - Sewer Improvements UNIT 3 - Paving Improvements 1. Enter Into Agreement 004100 BID FORM Page 1 of 3 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. Cl. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 BOND YEAR 2 CONTRACT 7 Revised 9/30/2021 CITY PROJECT NO. 104150- Bid Proposal Workbook Addendum 1 (1) 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. Augur Boring - Greater than 24-inch diameter casing and greater b. Water Distribution, Urban and Renewal, 12-inch diameter and smaller c. Sewer Interceptor, Urban/Renewal, 24-inch and smaller d. CCTV, 18-inches and smaller e. Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) f. Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) g. Sanitary Sewer Manhole/Structure Interior Lining - Warren Coating h. Sanitary Sewer Manhole/Structure Interior Lining -Chesterton Coating 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 540 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 4100 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 '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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 BOND YEAR 2 CONTRACT 7 Revised 9/30/2021 CITY PROJECT NO. 104150 - Bid Proposal Workbook Addendum 1 (1) 0041 00 BID FORM Page 3of3 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. 6.3, Evaluation of Alternate Bid Items Total 1 - Base Bid $15,683,491.90 Total 2 - Alternate Bid $15,784,607.90 7. Bid Submittal This Bid is submitted on Dec. 18, 2025 by the entity named below. Respectfull bmitte By: (Signature) Jerry Henderson (Printed Name) Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: Addendum No. 2: 1.1►1A Addendum No. 3: mA, Addendum No. 4: t�t„fL— Title: Vice President Company: Stabile & Winn, Inc. Corporate Seal: Address: P.O. Box 79380 Saginaw, TX 76179 State of Incorporation: Texas Email: jerry(cDstabilewinn.com Phone: 817-847-2086 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 BOND YEAR 2 CONTRACT 7 Revised 9/30/2021 CITY PROJECT NO. 104150 - Bid Proposal Workbook Addendum 1 (1) 00 42 43 BID PROPOSAL Page 1 of 5 UNIT PRICE BID SECTION 00 42 43. _ PROPOSAL FORM Thisfom Is provided for eference only. Plea a enter bid prices I the Bonfire bidtable. - Bidder's Application Project Item Information Bidder's Proposal Bidlisl Item No, Descri lion P Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit 1 - Water Improvements 1 3311.0261 8" PVC Water Pie 3311 12 LF 10609 $102.00 $1 082,118.00 2 3311.0251 8" DIP Water Pie 3311 10 LF 239 $125.00 $29,875.00 3 3311.0161 6" PVC Water Pie 3311 12 LF 375 $86.00 $32,250.00 4 3311.0061 4" PVC Water Pie 3311 12 LF 10 $97.00 $970.00 5 33l l.0461 12" PVC Water Pipe 3311 12 LF 1449 $146,00 $211,654.00 6 3311.0451 12" DIP Water Pie 3311 10 LF 158 $186.00 $29.388.00 7 3312.0110 Connection to Existing 36" Water Main 33 12 25 EA 2 $27 000,00 $54 000.00 8 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 17 $9.500.00 $161,500.00 9 3305.1003 20" Casing By Open Cut 33 05 22 LF 20 $350.00 $7,000.00 10 3305.1004 24" Casing By Open Cut 33 05 22 LF 20 $523.00 $10,460.00 11 3312.2201 2" Water Service Meter Reconnection 3312 1 D EA 1 $2,300.00 $2,300,00 12 3312.2203 2" Water Service 3312 10 Fes, 1 $13,000.00 $13,000.00 13 3312.2101 1 1/2" Water Service Meter Reconnection 3312 10 EA 2 $2,200.00 $4,400.00 14 3312.2103 1 1/2" Water Service 3312 10 EA 2 $7,200.00 $14 400.00 15 3312.2004 1" Private Water Service 33 12 10 LF 340 $120.00 $40,800.00 16 3312.2001 1" Water Service Meter Reconnection 33 12 10 EA 235 $475.00 1 $111,625.00 17 3312.2003 1" Water Service 33 12 10 EA 262 $2,800.00 $733,600.00 18 3312.3005 12" Gate Valve 33 12 20 EA 7 $6,200.00 $43,400.00 19 3312.3003 8" Gale Valve 33 12 20 EA 29 $3,200.00 $92,800.00 20 3312.3103 8" Cut -in Gate Valve 33 12 20 EA 1 $10 500.00 $10 500.0D 21 3312.3002 6" Gate Valve 33 12 20 EA 24 $2,000.00 $48 000.00 22 3312.0001 Fire Hydrant 33 12 40 EA 22 $8 600.00 $189,200.00 23 3311.0001 Ductile Iron Water Fittings wl Restraint 3311 11 TN 3 $13,DD0.00 $39,000.00 24 0241.1302 Remove and Salvage 6" Water Valve 0241 14 EA 19 $425.00 $8 075.00 25 0241,1303 Remove and Salvage 8" Water Valve 0241 14 EA 8 $500.00 $4,000.00 26 3201.0400 Temporary Asphalt Paving Repair 2" HMAC on 6" Flexbase 3201 18 LF 17500 $33.00 1 $577.500,00 27 3201.0111 4' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 150 $150.00 $22,500.00 28 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 150 $150.00 $22 500.00 29 3201.0201 Asphalt Pvmt Repair Beyond Defined Width Residential 3201 17 SY 100 $370.00 $37 000.00 30 3201,0202 Asphalt Pvmt Repair Be and Defined Width Arterial 3201 17 SY 100 $370.00 $37,000.00 31 3305.0003 8" Waterline Lowering 3305 12 EA 4 $11,000.00 $44,000.00 32 3305.0005 12" Waterline Lowering 3305 12 EA 4 $14.000.00 $56,000.00 33 3305.0109 Trench Safety 3305 10 LF 2000 $1.00 $2 000.00 34 3305.0203 Imported EmbedmenUBackfill CLSM 3305 10 CY 552 $225.00 $124 200.00 35 3305.0207 Imported Embedment/Backfill Select Fill 33 05 10 CY 500 $20.00 $10,000.00 36 3305.0204 Imported Embedment/Backfill Crushed Rock 3305 10 CY 100 $43.00 $4,300.00 37 0241.1510 Salvage Fire Hydrant 0241 14 EA 16 $975.00 $15,600.00 38 0241.1001 Water Line Grouting 0241 14 CY 36 $280.00 $10.080.00 39 0241.1218 4"-12" Water Abandonment Plug 0241 14 EA 14 $1 700.00 $23,800.00 40 3305.0103 Exploratory Excavation of E)dstinq Utilities 33 05 30 EA 8 $1 300.00 $10,400.00 41 3291.0100 Topsoil 3291 19 CY 240 $30.00 $7,200.00 42 0171,0102 As -Built Survey Redline Survey) 01 71 23 LS 1 $8,000.00 $8,000.00 43 3125.0101 SWPPP >_ 1 acre 31 2500 LS 1 $1 500.00 $1,500.00 44 0171.0101 Construction Staking 01 71 23 LS 1 $28 000,00 $28,000.00 45 3304.0101 Temporary Water Services 33 04 30 LS 1 $135 000.00 $135,000.00 46 3305.0116 Concrete Encasement for Utility Pipes 3305 10 GY 16 $280.00 $4 480.00 47 3341.0201 21" RCP Class III 3341 10 LF 50 $160.00 $8,000.00 48 3471.0001 Traffic Control 3471 13 MO 7 $9,000.00 $63,000.00 49 3201.0616 Conc Pvmt Repair, Arterial/Industrial- 3301 29 SY 150 $275.00 $41,250.00 50 3201.0614 Conc Pvmt Repair, Residential 3201 29 SY 100 $295.00 $29 500.00 51 0241.0100 Remove Sidewalk 0241 13 SF 160 $3.00 $480.00 52 0241.0200 Remove Step 0341 13 SF 12 $5.00 $60.00 53 0241.0300 Remove ADA Ramp 0241 13 EA. 2 $150.00 $300.00 54 0241.0401 Remove Concrete Drive 0241 13 SF 2545 $3.50 $8,907.50 55 0241.0403 Remove Brick Drive 0241 13 SF 95 $3.50 $332.60 56 0241.0702 Relocate Mailbox - Traditional 0241 13 EA 2 $250.00 $500.00 57 0241.0705 Remove and Replace Mailbox - Brick 0241 13 EA 2 $2,500.00 $5,000.00 58 0241.1000 Remove Cone Pvmt 0241 15 SY 500 $12.00 $6,000.00 59 0241.1100 Remove Asphalt Pvmt 0241 15 SY 1900 $8.00 $15,200.00 60 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 549 $5.00 $2,745.00 61 0241.1400 Remove Conc Valley Gutter 0241 15 SY 196 $12.00 $2,352.00 62 0241.1800 Remove Speed Cushion 0241 15 EA 1 $250.00 $250.00 63 3123.0101 Unclassified Excavation bV Plan 31 2316 CY 940 $50.00 $47,000.00 64 3124,0101 Embankment by Plan 31 2400 CY 26 1 $35.00 $910.00 65 3292.0100 Block Sod Placement .3292 13 SY 1500 $8.50 1 $12,750.00 66 0241.1700 Pavement Pulverization 11" 0241 15 SY 18995 $10.00 $189,950.00 67 3212.0401 HMAC Transition 32 12 16 TN 100 $250.00 $25,000.00 68 3216.0101 6" Conc Curb and Gutter 32 1613 LF 549 $70.00 $38,430.00 69 3213.0401 6" Concrete Driveway 32 13 20 SF 4050 $14.00 $56,700.00 70 3213,0101 6" Conc Pvmt (Wayside) 32 13 13 SY 1990 $84.25 $167,657,60 71 3213.0301 4" Conc Sidewalk 32 1320 SF 1 514 $12.00 $6,168.00 72 3213.0321 Conc Sidewalk Ad'acent to Rat Wall 32 13 20 SF 100 $16.00 $1,600.00 73 3232.0100 Conc Ret Wall Ad'acent to Sidewalk 3232 13 SF 100 $50.00 $5,000.00 74 3212.0305 3" Asphalt Pvmt Su er ave SP-D 32 12 16 SY 18995 $30.00 $569,850.00 75 3217,5001 Curb Address Painting 32 17 25 EA 40 $100.00 $4,000.00 76 3217.0101 6" SLD Pvmt Markin HAS W 32 17 23 LF 316 $2.30 $726.80 77 3217.0102 6" SLD Pvmt Markin HAS Y 32 17 23 LF 200 $2.30 $460.00 78 3217.0501 24" SLD Pvmt Markin HAE W 32 1723 LF 98 $11.D0 I $1 078.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 BOND YEAR 2 CONTRACT 7 Revised 9/30/2021 CITY PROJECT NO. 104150 - Bid Proposal Workbook Addendum 1 (1) 00 42 43 BID PROPOSAL Page 2 of 5 79 3217.0502 Preformed Thermoplastic Contrast Markings - 24" Crosswalk 32 17 23 LF 70 $31.00 $2,170.00 80 3217.0504 Preformed Thermoplastic Contrast Markings - 24" Stop Bars 32 1723 LF 104 $11.00 $1,144.00 81 3217.2103 REFL Raised Marker TY 11-A-A 321723 EA 66 $7.50 $495.00 82 3217.4306 Remove 24" Pvmt Marking 32 17 23 LF 272 $2.75 $748.00 83 3217.4307 Remove Raised Marker 32 17 23 EA 66 $1.10 $72.60 84 3211.0400 Hydrated Lime 8" Q 401b/SY (Wayside) 32 11 29 TN 36 $400.00 $14,400.00 85 3211.0502 8" Lime Treatment (Wayside) 32 11 29 SY 2190 $7.50 $16,425,00 86 3211.0601 8" CemLime 321b/SY 32 11 29 TN 309 $525.00 $162,225.00 87 3305.0107 Manhole Adjustment Minor 33 05 14 EA 1 $1,000.00 $1,000.00 88 3305.0107 Manhole Adjustment Minor w/Concrete collar 3305 14 EA 5 $1,000.00 $5,000.00 89 3305.0111 Valve Box Ad ustment w/Concrete collar 33 05 14 EA 34 $550.00 $18 700.00 90 3305.0111 Valve Box Adjustment 33 05 14 EA 4 $350.00 $1,400.00 91 3137.0101 Concrete Riprap 31 3700 SY 35 $126.00 $4 375.00 92 3213.0501 Barrier Free Ramp, TVpe R-1 32 13 20 EA 1 $3,100.00 $3,100.00 93 3213.0504 Barrier Free Ramp, Type M-2 32 1320 EA 1 $2,800.00 $2 800.00 94 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 2 $2,100.00 $4,200.00 95 3216.0301 7" Conc ValleV Gutter Residential 32 1613 SY 200 $275.00 $55,000.00 96 3346.0008 4" Pipe Underdrain Type 8 33 46 00 LF 200 $25.00 $5,000.00 97 3349.5005 Remove and Replace Inlet To 5' 33 49 20 EA 1 $5,000.00 $5,000.00 98 3349.5006 Remove and Replace Inlet Top, 10' 33 49 20 EA 1 $6 300.00 $6,300.00 99 3441.4110 Remove and Reinstall Sign Panel and Post 3441 30 EA 4 $425,00 $1,700.00 100 9999.0002 Speed Hum - TL Standard 99 99 00 EA 3 $1,550.00 $4,650.00 101 9999.0003 Miscellaneous Utility Adjustment (Irrigation) 99 99 00 LS 1 $ 25,000.00 $25,000.00 102 9999,0004 Construction Allowance Water 99 99 00 LS 1 $ 100 OOD.00 $100 000.00 Sub -Total Unit 1 - Water Improvements - Pavin Total $5,907,336.90 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 BOND YEAR 2 CONTRACT 7 Revised 9/30/2021 CITY PROJECT NO. 104150 - Bid Proposal Workbook Addendum 1 (1) 00 42 43 BID PROPOSAL Page 3 of 5 Bidlist Item No. I Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit 2 - Sewer Improvements 1 3331.4115 8" PVC Sewer Pie 3331 20 LF 3937 $106.00 $417 322,00 2 3331.4119 8" DIP Sewer Pie 3311 10 LF 394 $182.00 $71,708.00 3 3331.0103 8" Sewer Pie Point Repair 33 31 22, 33 31 23 LF 10 $220,00 $2 200.00 4 3331.1102 8" Pipe Enlargement 3331 23 LF 1507 $128.00 $192,896.00 5 3331.4212 12" DIP Sewer 3311 10 LF 50 $254.00 $12 700.00 6 3331.4215 15" Sewer Pie 3331 20 LF 955 $225.00 $214 875.00 7 3331.3101 4" Sewer Service 3331 50 EA 167 $2.900.00 $484.300,00 8 3331.3103 4" Bored Sewer Service 3331 50 EA 9 $8,600.00 $77,400.00 9 3331.3311 4" Sewer Service, Reconnection 3331 50 EA 127 $1,700.00 $215,900.00 10 133311.33114 4" Sewer Service, Reinstatement 3331 50 EA 49 $1,900.00 $93,100,00 11 13339.1001 4' Manhole 33 39 10 33 39 20 EA 21 $8,500.00 $178,500.00 12 3339.1002 4' Drop Manhole 33 39 10 33 39 20 EA 8 $10,500.00 $84,000.00 3 3339.1003 4' Extra Depth Manhole 33 39 10 33 39 20 VF 112 $216.00 $24.192.00 14 3339.1004 4' Shallow Manhole 33 39 10 33 39 20 EA 2 $7,500.00 $15 000.00 15 3339.0003 Liner - 4' Sewer MH Chesterton or Warren Coating) 33 39 60 VF 169 $425.00 $71 825.00 10 3201.0400 Temporary Asphalt Paving Repair 2" HMAC on 6" Flexbase 3201 18 LF 2000 $38.00 $76,000.00 17 3201.0113 6' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 150 $80,00 $12,000.00 18 3201.0123 6' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 100 $80.00 $8,000,00 19 3201.0201 Asphalt Pvmt Repair Beyond Defined Width Residential 3201 17 SY 100 $360.00 $36.000.00 20 13201.0202 Asphalt Pvmt Repair Beyond Defined Width Arterial 3201 17 SY 100 $360.00 $36,000.00 21 3211.0112 6" Flexible Base Type A GR-1 3211 23 SY 2000 $49.00 $98,000.00 22 3231.0121 4' Chain Link Aluminum 3231 13 LF 50 $78.00 $3,900.00 23 3231.0212 Smooth Wire Fence, Metal Posts 3231 26 LF 50 $78.00 $3,900.00 24 3231.0412 6' Fences Wood 3231 29 LF 419 $52.001 $21 788.00 25 3301.0001 Pre -CCTV Inspection 3301 31 LF 5500 $12.50 $68 750.00 26 3301.0002 Post -CCTV Inspection 3301 31 LF 7881 $8.50 $66,988.50 27 3301.0003 Final -CCTV Inspection 3301 31 LF 5336 $7.50 $40,020.00 28 3301.0004 Final MH-CCTV Inspection 3301 31 EA 31 $190.00 $5 890.00 29 3301.0101 Manhole Vacuum Testing 3301 30 EA 31 $220.00 $6,820.00 30 3305,0109 Trench Safety 3305 10 LF 5400 $2.00 $10,800.00 31 3305.0112 Concrete Collar for Manhole 3305 17 EA 19 $2,050.00 $38,950.00 32 3305.0114 Manhole Ad' stment Ma'or w/Cover 33 05 14 EA 4 $4,800.00 $19,200.00 33 3305.0107 Manhole Ad ustment Minor 33 05 14 EA 1 $1,000.00 $1,000.00 34 3305.0202 Imported EmbedmentlBackfill CSS 33 05 10 QY 200 $95.00 $19 000.00 35 13305.0203 Imported EmbedmentlBackfill CLSM 330510 CY 3300 $230.00 $759,000.00 36 3305,0207 Imported Embedment/Backfill Select Fill 3305 10 CY 500 $19.00 $9,500.00 37 3305.0116 Concrete Encasement for Utility Pipes 3305 10 CY 58 $225.00 $13,050.00 38 3305.1104 24" Casing By Other Than Open Cut 33 05 22 LF 336 $690.00 $231,840.00 39 3305.1105 30" Casing By Other Than Open Cut 33 05 22 LF 702 $820.00 $575,640.00 40 3305.3004 12" Sewer Carrier Pie 33 05 24 LF 336 $210.00 $70,560.00 41 3305,3006 16" Sewer Carrier Pie 33 05 24 LF 702 $275.00 $193 050.00 42 0241.0500 Remove Fence 0241 13 LF 419 $53.00 $22,207.00 43 0241.2001 Sanitary Line Grouting 0241 14 CY 52 $405.00 $21,060.00 44 0241.2013 Remove 8" Sewer Line 0241 14 LF 16 $50.00 $800,00 45 0241.2016 Remove 15" Sewer Line 0241 14 LF 40 $100.00 $4,000.00 46 0241.2102 6" Sewer Abandonment Plug 0241 14 EA 3 $2,700.00 $8,100,00 47 0241.2105 12" Sewer Abandonment Plug 0241 14 EA 2 $4,000.00 $8,000.00 48 0241.2106 15" Sewer Abandonment Plug 0241 14 EA 8 $5,000.00 $40,000.00 49 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 22 $2,400.00 $52,800.00 50 3301.0012 Past -CCTV Inspection of Storm Drain 3301 32 LF 650 $8.00 $5,200.00 51 3305.0103 ExploratorV Excavation of Existing Utilities 33 05 30 EA 5 $1,300.00 $6,500.00 52 3110.0111 Site Clearing 31 1000 SY 500 $31.00 $15,500.00 53 3110.0102 6"-12" Tree Removal 31 1000 EA 48 $1,050.00 $50,400.00 54 3110.0103 12"-18" Tree Removal 31 1000 EA 13 $1,300.00 $16,900,00 55 3110.0104 18"-24" Tree Removal 31 1000 EA 8 $2,200.00 $17 600.00 56 3110.0105 24" and Larger Tree Removal 31 1000 EA 1 $3,300.00 $3 300.00 57 3291.0100 Topsoil 3291 19 CY 120 $30.00 $3,600.00 58 3292,0100 Block Sod Placement 32 92 13 SY 800 $8,50 $6,800.00 59 3471,0001 Traffic Control 3471 13 MO 5 $9,000.00 $45 000.00 60 3125.0101 SWPPP a 1 acre 31 2500 LS 1 $750.00 $750.00 61 0171,0101 Construction Staking 01 71 23 LS 1 $16,000.00 $16 000.00 62 0171.0102 As -Built Survey Redline Survey) 01 71 23 LS 1 $5,000.00 $5,000.00 63 9999.0001 Removal of Intruding Sewer Pipes into Storm Pipes 99 99 99 EA 3 $2,600.00 $7,800.00 64 9999.0005 Rehab and Epoxy Coat Existing Manhole 33 39 60 VF 20 $1,500.00 $30,000.00 65 9999.0006 6'Temporary Chain Link Construction Fence 99 99 99 LF 55 $135.00 $7,425.00 66 9999.0002 Miscellaneous Structure Ad'uslment Irri ation 99 99 00 LS 1 $ 25.000.00 $25,000.00 67 99 .9.0003 Construction Allowance Sewer 99 99 00 LS 1 $ 150,000.00 $150,000.00 Sub -Total Unit 2 - Sewer Improvements Total $5,151,306.50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 BOND YEAR 2 CONTRACT 7 Revised 9/30/2021 CITY PROJECT NO. 104150 - Bid Proposal Workbook Addendum 1 (1) 00 42 43 BID PROPOSAL Page 4 of 5 Bidlist Item No. I Description Specification Section No. Unit of Measure Bid Quantity Unit Price I Bid Value Unit 3 - Paving Improvements 1 B 0241.1100 Remove Asphalt Pvmt 0241 15 SY 13570 $8,00 $108,560.00 2B 3123.0101 Unclassified Excavation by Plan 31 2316 CY 7000 $50.00 $350 000.00 3B 3211.0400 Hydrated Lime 32 11 29 TN 270 $400.00 $108 000.00 4B 3211.0502 8" Lime Treatment 32 LBS/SY 32 11 29 SY 16350 $7.50 $122 625.00 5B 3213.0101 6" Conc Pvmt 32 1313 SY 15228 $84.25 $1 282 959.00 6B 3305.0111 Valve Box Adjustment 33 05 14 EA 20 $350.00 $7 000.00 78 3305.0107 Manhole Adjustment Minor 3305 14 EA 2 $750.00 $1 500.00 8 3213.0101 6" Conc Pvmt Martin Lydon Ave Yates St and Gordon LW X-in 32 13 13 SY 8370 $84.25 $705,172.50 9 3211.0502 8" Lime Treatment 32 LBS./SY Martin Lydon Ave Yates St and Gordon LW X- 32 11 29 SY 9000 $7.50 $67 500.00 10 3211.0400 Hydrated Lime Martin Lydon Ave Yates St and Gordon LW-XIn 32 11 29 TN 144 $400.00 $57 600,00 11 0241.1100 Remove Asphalt Pvmt Martin Lydon Ave Yates St and Gordon LW Xing) 0241 15 SY 7550 $8.00 $60 400.00 12 3305.0107 Manhole Adjustment Minor Martin Lydon Ave Yates St and Gordon LW Xing) 3305 14 EA 8 $750.00 $6 000.00 13 3305.0111 Valve Box Ad'ustment Martin Lydon Ave Yates St and Gordon LW-Xin 33 05 14 EA 6 $350.00 $2 100.00 14 0241.1000 Remove Conc Pvmt 0241 15 SY 1000 $12.00 $12 000.00 15 101711.011011 Construction Staking 01 71 23 LS 1 $51,200.00 $51 200.00 16 102411.0100 Remove Sidewalk 0241 13 SF 12585 $2.00 $25 170.00 17 10241,0200 Remove Step 0241 13 SF 5 $10,00 $50.00 18 0241,0300 Remove ADA Ram ' 0241 13 EA 9 $200,00 $1 800.00 19 0241.0401 Remove Concrete Drive 0241 13 SF 17680 $3,001 $53 040.00 20 0241.0402 Remove Asphalt Drive 0241 13 SF 1040 $2,001 $2 080.00 21 0241.0500 Remove Fence 0241 13 LF 83 $5.00 $415.00 22 0241.0702 Relocate Mailbox - Traditional 0241 13 EA 10 $250.00 $2,500.00 23 0241.0705 Remove and Replace Mailbox - Brick 0241 13 EA 10 $2,500.00 $25 000.00 24 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 4925 $3.00 $14 775.00 25 0241.1400 Remove Conc Valley Gutter 0241 15 SY 240 $12.00 $2 880.00 26 3110.0111 Site Clearing 31 1000 SY 500 $10.00 $5 000.00 27 3110.0102 6"-12" Tree Removal 31 1000 EA 2 $400.00 $800.00 28 3110,0103 12"-18" Tree Removal 31 1000 EA 1 $850.00 $850.00 29 3110.0104 18"-24" Tree Removal 31 10 00 EA 4 $1,850.00 $7 400.00 30 3110.0105 24" and Larger Tree Removal 31 1000 EA 1 $2,500.00 $2,500.00 31 3123,0101 Unclassified Excavation by Plan 31 2316 CY 700 $50.00 $35 000,00 32 3124.0101 Embankment by Plan 31 2400 CY 487 $35.00 $17 046.00 33 3125,0101 SWPPP d 1 acre 31 2500 LS 1 $1,500.00 $1 500.00 34 3137,0101 Concrete Riprap 31 3700 SY 90 $125.00 $11 250.00 35 3211.0112 6" Flexible Base Type A GR-1 32 11 23 SY 100 $30.00 $3 000.00 36 3212.0401 HMAC Transition 32 12 16 TN 100 $250.00 $25 000.00 37 3213.0301 4" Conc Sidewalk 32 1320 SF 27185 $12.00 $328 220.00 38 3213.0311 4" Conc Sidewalk Adjacent to Curb 32 1320 SF 10000 $14.50 $145 000.00 39 3213.0321 Conc Sidewalk Adjacent to Rat Wall 32 1320 SF 445 $16.00 $7 120.00 40 3213.0322 Conc Curb at Back of Sidewalk 32 1320 LF 1337 $15.00 $20 055.00 41 3213.0401 6" Concrete Driveway 32 1320 SF 28440 $14,00 $398 160.00 42 3213.0403 8" Concrete Driveway 33 1320 SF 500 $16,50 $8 250.00 43 3213.0501 Barrier Free Ramp, Type R-1 32 1320 EA 12 $3,100.00 $37 200.00 44 3213.0504 Barrier Free Ramp, Type M-2 32 13 20 EA 2 $2 800.00 $5 600.00 45 13213,0506 Barrier Free Ramp, Type P-1 32 13 20 EA 14 $2,100.00 $29 400.00 46 3217.0201 8" SLID Pvmt Markin HAS W 31 1723 LF 50 $3.10 $155,00 47 3217,0109 Preformed Thermoplastic Contrast Markings - 6" SLID W 32 17 23 LF 10 $2.30 $23.00 48 3217.0111 Preformed Thermoplastic Contrast Markings - 6" SLID Y 32 1723 LF 200 $2.30 $460.00 49 3217.0501 24" SLID Pvmt Markin HAE W 32 1723 LF 10 $11.00 110.00 60 3217.0502 Preformed Thermoplastic Contrast Markings - 24" Crosswalk 32 1723 LF 50 $31.00 1 550.00 51 3217.0504 Preformed Thermoplastic Contrast Markings - 24" Stop Bars 32 1723 LF 96 $11.001 $1 056.00 52 3217.2103 REFL Raised Marker TY II -A -A 32 1723 EA 22 $7.50 $166.00 53 13217.50011 Curb Address Painting 32 1725 EA 124 $100.00 $12 400.00 54 3231.0121 4' Chain Link Aluminum 3231 13 LF 1 38 $30.00 $1 140.00 55 3232.0100 Conc Rat Wall Adjacent to Sidewalk 3232 13 SF 250 $50.00 $12 500.00 56 3291.0100 Topsoil 3291 19 CY 1273 $30.00 $38 190.00 57 3292.0100 Block Sod Placement 32 92 13 SY 7638 $8.50 $64 923.00 58 3346.0008 4" Pipe Underdrain Type 8 33 46 00 LF 500 $25.00 $12 500.00 59 3349,5005 Remove and Replace Inlet To 5' 33 49 20 EA 2, $5,000.00 10 000.00 60 3349.5006 Remove and Replace Inlet Top, 10' 33 49 20 EA 4 $6,300.00 $25 200.00 61 3441.4003 Furnish/Install Alum Sin Ground Mount City Std. 3441 30 EA 5 $800.00 $4 000.00 62 3441.4110 Remove and Reinstall Sign Panel and Post 34411 30 EA 24 $425.00 $10 200.00 63 3471,0001 Traffic Control 3471 13 MO 6 $9,000.00 $54 000.00 64 3216.0103 Conc La down Curb 32 16 13 LF 250 $5.00 $1 250.00 65 9999.0007 Concrete Steps 99 99 00 SF 50 $25.00 $1 250.00 66 9999.0008 Modified Barrier Free Ramp, Type R-1 32 1320 EA 2 $3,350,00 $6,700.00 67 9999.0009 Modified Barrier Free Ramp, Type P-1 33 13 20 EA 4 $2,600.00 $10 400.00 68 9999.0003 Miscellaneous UtilityAdjustment (Irrigation) 99 99 00 LS 1 $50 000.00 $50 000.00 69 9999.0004 Construction Allowance(Paving) 99 99 00 LS 1 $150 000.00 $160 000.00 Sub -Total Unit 3 - Paving Improvements Base Bid (Concretel t4.624.848.50 Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit 3A - Paving Improvements Alternate A (POL) 1A 0241.1700 Pavement Pulverization 11" 024115 SY 13560 24.00 $325,440.00 2A 3211.0601 8" CemLime 32lb/SY 3211 29 TN 224 525.00 $117 600.00 3A 3212.0305 3" Asphalt Pvmt Su er ave SP-D 32 12 16 SY 13560 48.00 $650,880.00 4A 3305.0111 Valve Box Adjustment w/ Concrete Collar 33 05 17 EA 20 550.00 $11 000.00 5A 3305.0112 Manhole Adjustment w/ Concrete Collar 33 05 17 E4 2 1,000.00 $2 000.00 6A 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 8490 96.00 $815 040.00 7A 3216.0301 7" Conc Valley Gutter Residential 32 16 13 SY 200 295.00 $59 D00.00 8A 3123.0'101 Unclassified Excavation b Plan 31 23 16 CY 1680 60.00 $100 800.00 Deduct Items 1B-713 1 1 $1 98q 644.00 Sub -Total Unit 3A - Paving Improvements Alternate A (POL)I 51 U7,116.VU I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 BOND YEAR 2 CONTRACT 7 Revised 9/30/2021 CITY PROJECT NO. 104150 - Bid Proposal Workbook Addendum 1 (1) 00 42 43 BID PROPOSAL Page 5 of 5 Unit 2: Sewer Improvements Unit 3: Paving Improvements Base Bid (Concrete) Unit 3a: Paving Improvements Alternate A (POL) Total 1 Base Bid (Concrete) Unit 1, 2, 3 Total 2 with Alternate A (POL) Unit 1, 2, 3, & 3A The City reserves the right to select the responsible low bidder of either Total 1 or Total 2 END OF SECTION Total Total CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 BOND YEAR 2 CONTRACT 7 Revised 9/3012021 CITY PROJECT NO. 104150 - Bid Proposal Workbook Addendum 1 (1) Bid Bond Surety Department KNOW ALL MEN BY THESE PRESENTS, That we, Stabile & Winn, Inc., as Principal, hereinafter called the Principal, and the Amerisure Mutual Insurance Company Corporation created and existing under the laws of the State of Michigan, whose principal office is in Farmington Hills, MI, as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Fort Worth, Texas, as Obligee, hereinafter called the Obligee, in the sum of Five Percent (5%) of the amount bid Dollars ($------------), for the payment of which sum, well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Whereas, the Principal has submitted a bid for. 2022 Bond Year 2 Contract 7 City Project No.104150 NOW THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 18th day of December, 2025. Attest: By: 4 A Xc'�'-46eq-', - / - Witness: 1 Amerisure Mutual Insurance Company By: By , Amky Erb, W ess U Tracy Tuc , Attorney -in -Fact rsEAQ Form S-3266-4 Printed in U.S.A. 12-70 AMERISURE AMERISURE MUTUAL INSURANCE COMPANY ^SVRETY AMERISURE INSURANCE COMPANY AMERISURE PARTNERS INSURANCE COMPANY POWER OF ATTORNEY KNO%V ALL NIEN BY THESE PRESENTS: That Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company are corporations duly organized under the laws of the State of Michigan (lierein collectively the "Companies"), and that the Companies do hereby make, constitute and appoint: TRACY TUCKER, STEVEN TUCKER, KEVIN J. DUNN, W. LAWRENCE BROWN DOUGLASS A. REED, BENNETT BROWN AND ROBERTA H. ERB of _Tucker Agency, Ltd. its true and lawful Attomey(s)-in Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge, forand on its behalfand as its act and deed, bonds or others writings obligatory in the natureofa bond on behalfof each of said Companies, as surety, on contracts or suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of ONE HUNDRED MILLION ($100,000,000.00) DOLLARS This Power of Attorney is granted and signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company at meetings duly called and held on February 17.2022. "RESOLVED, that any two of the President & Chief Executive Officer, the Chief Financial Officer & Treasurer, the Senior Vice President Surety, the Vice President Surety, or the General Counsel & Corporate Secretary be, and each or any of them hereby is authorized to execute, a Power of Attorney qualifying the attomey-in-fact named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that President & Chief Executive Officer, Chief Financial Officer& Treasurer or General Counsel& Corporate Secretary each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to anycertificate relating thereto electronically/digitally or by facsimile, and any such Power of Attorney or certificate bearing such electronic/digital or facsimile signatures or electronic/digital or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached; FURTHER RESOLVED, that any work carried out by the attorney -in -fact nim.mant to this resolution shall be valid and binding upon the Company." M1uP...... . °��.po•.4, By: •'� vo • P R".. Q R 9 —�ot' a Michael A. Ito, Senior Vice President Surety Q� u° SEAL SEAL =ww SEAL N.. 2000 1968 2000 0; �aa °��!•y !CH�GP`° By 'a.� -�CNIGPaa��. y • * ♦ t-, Aaron Green, Vice President Surety spy'••. �A , u .,, a ,�'4 ,,,"�IN•,,,, IN WITNESS WHEREOF, Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 7th day of November 2025 Amerisure Mutual Insurance Company Amerisure Insurance Company Amerisure Partners Insurance Company State of Michigan County of Oakland On this 7th day of November 20 25 , before me, a Notary Public personally appeared Michael A. Ito, of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company and Aaron Green of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. SiiTio;•..; KAY L. AIRTON n_ tronwr M1 Comrtrsiion Fvrea 0-4 +: :•_ Augucl %. 2031 �n yo►tMn�� �` r�Q Kay Airton, Notary Public '• �tiNIG M1M ••�' County of 1, Christopher M. Snaude_ the duly elected Chief Financial Officer & Treasurer of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company, do hereby certify and attest that the above and foregoing is a true and correct copy of a Power of Attorney executed by said Companies, which remains in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 18th day of December 20 25 e 407. Christopher M. Spaude, Chief Financial Officer & Treasurer 2022 Bond Year 2 Contract 7 City Project No. 104150 0043 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 our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. I] BIDDER: Stabile & Winn, Inc. P.O. Box 79380 Saginaw, TX 76179 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revfsed 9130/2021 By, Jerry Henderson (Signature) Title: Vice President Date END OF SECTION Dec. 18, 2025 2022 BOND YEAR 2 CONTRACT 7 CITY PROJECT NO. 104150 - Bid Proposal Workbook Addendum 1 (1) 0045 11 -1 BIDDERS PREQUALIFICATIONS Pagel 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 16 The prequalification process will establish a bid limit based on a technical evaluation and 17 financial analysis of the contractor. For example, a contractor wishing to submit bids on 18 projects to be opened on the 7th of April must file the information by the 31 st day of March 19 in order to eligible to work on these projects. In order to facilitate the approval of a Bidder's 20 Prequalification Application, the following must accompany the submission. 21 a. A complete set of audited or reviewed financial statements. 22 (1) Classified Balance Sheet 23 (2) Income Statement 24 (3) Statement of Cash Flows 25 (4) Statement of Retained Earnings 26 (5) Notes to the Financial Statements, if any 27 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 28 of Incorporation, Articles of Organization, Certificate of Formation, LLC 29 Regulations, and Certificate of Limited Partnership Agreement). 30 c. A completed Bidder Prequalification Application. 31 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 32 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 33 number visit the Texas Comptroller of Public Accounts online at the 34 following web address www.window.state.tx.us/taxpermit/ and fill out the 35 application to apply for your Texas tax ID. 36 (2) The firm's e-mail address and fax number. 37 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 38 is used by the City for required reporting on Federal Aid projects. The DUNS 39 number may be obtained at www.dnb.com. 40 d. Resumes reflecting the construction experience of the principles of the firm for firms 41 submitting their initial prequalification. These resumes should include the size and 42 scope of the work performed. 43 e. Other information as requested by the City. 44 45 2. Prequalification Requirements 46 a. Financial Statements. Financial statement submission must be provided in 47 accordance with the following: 48 (1) The City requires that the original Financial Statement or a certified copy 49 be submitted for consideration. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 firm'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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised August 13, 2021 0045 11 -3 BIDDERS PREQUALIFICATIONS Page of 1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to 2 perform the prequalified work types until the expiration date stated in the letter. 3 4 8 END OF SECTION CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 Augur Boring - Greater than 24-inch diameter casing and greater Haros Brothers 10/31/2026 Water Distribution, Urban and Renewal, 12-inch Gra-Tex Utilities 4/30/2026 diameter and smaller Sewer Interceptor, Urban/Renewal, 24-inch and Gra-Tex Utilities 4/30/2026 smaller CCTV, 18-inches and smaller BCAC Underground, LLC 4/30/2026 Asphalt Paving Construction/Reconstruction Peachtree Construction 9/30/2026 (15,000 square yards and GREATER) Concrete Paving Construction/Reconstruction Stabile & Winn, Inc. 9/30/2026 (15,000 square yards and GREATER) Sanitary Sewer Manhole/Structure Interior BCAC Underground, LLC 4/30/2026 Lining - Warren Coating Sanitary Sewer Manhole/Structure Interior Not Applicable Lining - Chesterton Coating The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequaliffed for the work types listed BIDDER: Stabile & Winn, Inc. By: dHenderson P.O. Box 79380 !/ (Signature) Saginaw, TX 76179 Title: Vice President Date: Dec. 18.2025 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 BOND YEAR 2 CONTRACT 7 Revised 09/30/2021 CITY PROJECT NO. 104150 - Bid Proposal Workbook Addendum 1 (1) R c E 0 O U \ y L LO 0 d � 0 O � W m � f7, a c � A 0 M � � co w U W N A� 0 d U C9 F-0 ~ >4 rA Cn m proU U ® w N a c } LO C4 p~ co N S p `1 cn a) v� atS coL�f) o a yO CV r- T— Z m d >_+ 0 o p NEl (A N d � z OWw w Q R w LLZQ L ci�� -a a0 >- ZU U U 4 CL4) O W W d m FW- Q O 'Y 0 A 7 G) Uf am0a wzm L) M CL Co 0 U b a� w~ .0 o U � u � O � crs o p. 00 � U c� it O bpA U c�C ag rn d urA �_ Z 0 u c a� a o to 'Un Q �c u u r� Oej GL cUd ¢ p O d v, � O O L. a U 0 ° u ea U O c c L° � � a o G 44 ." "tz � b " A c� 06 rn C d a g m a a U a a U O U U (6 U Cl) o . to U -c A ❑ ❑ c v 5 a a m Y a ok cu L) mS � W c C a O cc 04 E cB O a v) W LL O. 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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: Stabile & Winn, Inc. By: Company P.O. Box 79380 Sigr Address Saginaw, TX 76179 Title: vice President City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OF TAR RANT § BEFORE ME, the undersigned authority, on this day personally appeared Jerry Henderson , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Stabile & Winn, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this December . 2025. Notary Public in and f r the Sta a e x a s END OF SECTION CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 18th day of DIANA DIAZ �1�YP NOTARY PUBLIC + + STATE OF TEXAS MCOMM. R8 I D 134953344 NO Project Name: 2022 Bond Year 2 Contract 7 Project Number. 104150 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 2022 Bond Year 2 Contract 7 City Project No. 104150 00 52 43 - 1 Agreement Page 1 of 6 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on March 31, 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 Stabile & Winn, Inc., 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: 2022 Bond Year 2 Contract 7 City Project No. 104150 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 fifteen million six hundred eighty three thousand four hundred ninety one and 90/100 Dollars ($15,683,491.90). 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 540 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 fifty and 00/100 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 (effective September 1, 2025) 00 52 43 - 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. 2. 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. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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: 47-4- Signature Jerry Henderson (Printed Name) Vice President Title P.O. Box 79380 Address Saginaw, TX 76179 City/State/Zip 04/07/2026 Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX City of Fort Worth By: C�PU Jesica McEachern Assistant City Manager 05/03/2026 Date an a °'o! �09pd Attest: �., .d ,�xt °anon�zasba Jannette Goodall, City Secretary (Seal) M&C: 26-0259 Date: 03/31/2026 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. ?— 4. 04e3co Jose A. Orozco Sr. Project Manager Approved as to Form and Legality: . Qf� Douglas Black (Apr 29. 2026 10:20.49 CDT) Douglas W. Black Sr. Assistant City Attorney CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 (effective September 1, 2025) APPROVAL RECOMMENDED: Ol..w..711-n_ Lauren Prieur (Apr 23, 2026 10:32:19 CDT) Lauren Prieur, Director, Transportation & Public Works Department 2022 Bond Year 2 Contract 7 City Project No. 104150 Bond No. 8056684 0061 13 -1 PERFORMANCE BOND Page 1 of 2 1 SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TAIRRANT § 7 That we, _ Stabi:le and Winn, Inc. known as 8 "Principal" herein and Amerisure Mutual Insurance Company a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State -of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 12 sum of, fifteen million six hundred eighty three thousand four hundred ninety one and 90/100 13 Dollars ($15,683,491<90), lawful money of the United States, to be paid in Fort Worth, Tarrant 14 County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our 15 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City awarded 18 the 31st day of March, 2026. which Contract is hereby referred to and made a part hereof for all 19 purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories 20 defined by law, in the prosecution of the Work, including any Change Orders, as provided for in 21 said Contract designated as 2022 Bond Year 2 Contract 7, City Project No. 104150. 22 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 23 shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 24 perform the Work, including Change Orders, under the Contract, according to the plans, 25 specifications, and contract documents therein referred to, and as well during any period of 26 extension of the Contract that may be granted on the part of the City, then this obligation shall be 27 and become null and void, otherwise to remain in full force and effect. 28 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 29 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 30 Worth Division. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 6th day of April 6 , 20 26. 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 ATTEST: __" A4 W A -%^z ),I! -- (Principal) Secreta Witness as to Principal PRINCIPAL: Stab' e & Winn, Inc. BY: _ Signature Jerry Henderson, Vice -President Name and Title Address: _ P.O. Box 79380 _ Saginaw, Texas 76179 SURETY: Amerisure Mutual Insurance Comyany B . Sigma _-- -- - Trary Tucker, Attorney -in -Fact Name and Title Address: 2821 W. 7th Street #500 Fort Worth, Texas 76107 Witness as to Surety Telephone Number: 817/336-8520 Brandi Heath, Witness Email Address: traa@tuckeragena.com *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 8, 2023 Bond No. 8056684 0061 14 -1 PAYMENT BOND Page I of 2 I SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Stabile and Winn, Inc., known as "Principal' 8 herein, and Arnerisure Mutual Insurance Company , a corporate 9 surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" 10 herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" 12 herein, in the 13 penal sum of fifteen million six hundred eighty three thousand four hundred ninety one 14 and 90/100 Dollars ($15,683,491.90), lawful money of the United States, to be paid in 15 Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, 16 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 31st day of March, 2026, which Contract is hereby referred to and made a part hereof for all 20 purposes as if fully set forth herein, to furnish all materials, equipment, labor and other 21 accessories as defined by law, in the prosecution of the Work as provided for in said Contract 22 and designated as 2022 Bond Year 2 Contract 7, City Project No. 104150. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that 24 if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined 25 in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work 26 under the Contract, then this obligation shall be and become null and void; otherwise to remain 27 in full force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of 29 the Texas Government Code, as amended, and all liabilities on this bond shall be 30 determined in accordance with the provisions of said statute. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 Bond Year 2 Contract 7 Revised December 8, 2023 City Project No. 104150 1 2 3 4 5 6 7 8 9 10 11 12 0061 14 - 2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the April .20 26 . ATTEST: I►Pur M-211. WE L I J Witness as to Principal ATTEST: (Surety) Secretary A"44 Aik - Witness as to Surety Brandi Heath, Witness PRINCIPAL: Stabile & Winn, Inc. B/paAture 6th day of Jerry Henderson, Vice -President Name and Title Address: P.O. Box 79380 Saginaw, Texas 76179 SURETY: Amerisure Mutual Insurance Company BY• Ignature Tracy Tucker, Attorney -in -Fact, Name and Title Address: 2821 W. 7th Street #500 Fort Worth, Texas 76107 Telephone Number: 817/336-8520 Email Address: tacy@tuckeragency.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 mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 8, 2023 2022 Bond Year 2 Contract 7 City Project No. 104150 Bond No. 8056684 0061 19 - 1 MAINTENANCE BOND Page 1 of 3 SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRA.NT § 7 That we Stabile and Winn,_ .__ Inc., known as "Principal" herein 8 and Amerisure Mutual Insurance Company a corporate surety (sureties, if more 9 than one) duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the sum 12 of fifteen million six hundred eighty three thousand four hundred ninety one and 13 90/100 Dollars ($15,683,491.90), lawful money of the United States, to be. paid in Fort 14 Worth, Tarrant County, Texas, for payment of which sum well and truly be made unto the City 15 and its successors, we bind ourselves, our heirs, executors, administrators, successors and 16 assigns, jointly and severally, firmly by these presents. 17 18 WHERE AS, _the Principal has entered into a certain written contract with the City awarded 19 the 31 day of March, 2026, which Contract is hereby referred to and a made part hereof 20 for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other 21 accessories as defined by law, in the prosecution of the Work, including any Work 22 resulting from a duly authorized Change Order (collectively herein, the "Work") 23 as provided for in said contract and designated as 2022 Bond Year 2 Contract 7, City 24 Project No. 104150; 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 32 receiving notice from the City of the need therefor at any time within the Maintenance Period. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 12 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 0061 19-3 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 6th day of April 3 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 ATTEST: (Principal) Secret Witness as to Principal ATTEST: (Surety) Secretary 9&kj - Witness as to Surety Brandi Heath, Witness PRINCIPAL: Jerry Henderson, Vice -President: Name and Title Address: P.O. Box 79380 Saginativ Texas 76179 SURETY: Amerisure Mutual Insurance ComUany BY: Signatur Tracy Tucker, Attorney -in -Fact Name and Title Address: 2821 W. 7th Street #506 Fort Worth, Texas 76107 Telephone Number: 817/336-8520 Email Address: _tracy@tuckeragenSy.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 2O22 Bond Year 2 Contract 12 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 AMERISURE AMERISURE MUTUAL INSURANCE COMPANY SURETY AMERISURE INSURANCE COMPANY AMERISURE PARTNERS INSURANCE COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company are corporations duly organized under the laws of the State of Michigan (herein collectively the "Companies"), and that the Companies do hereby make, constitute and appoint: TRACY TUCKER, STEVEN TUCKER, KEVIN J. DUNN, W. LAWRENCE BROWN DOUGLASS A. REED, BENNETT BROWN AND ROBERTA H. ERB of Tucker Agency, Ltd. , its true and lawful Attorneys) -in Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge, for and on its behalf and as its act and deed, bonds or others writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts or suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: ONE HUNDRED MILLION ($100,000,000.00) DOLLARS This Power of Attorney is granted and signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company at meetings duly called and held on February 17, 2022. "RESOLVED, that any two of the President & Chief Executive Officer, the Chief Financial Officer & Treasurer, the Senior Vice President Surety, the Vice President Surety, or the General Counsel & Corporate Secretary be, and each or any of them hereby is authorized to execute, a Power of Attorney qualifying the attorney -in -fact named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that President & Chief Executive Officer, Chief Financial Officer & Treasurer or General Counsel & Corporate Secretary each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to anycertificate relating thereto electronically/digitally or by facsimile, and any such Power of Attorney or certificate bearing such electronic/digital or facsimile signatures or electronic/digital or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached; FURTHER RESOLVED, that any work carried out by the attornev/-in-fact to this resolution shall be valid and binding upon the Company." SAL INS '" .P' +r.. apoRUq' ��SPoq!t�'' By: Q� 4ePOlRs�Q'�': i J : .q''•.9 : 4,:�P RgT..F`°as ? T O '9J:`9y •: �;� �. �,: Michael A. Ito, Senior Vice President Surety SEAL :m_ &0 SEAL :oa SEAL c� Y 2000 0+ m 2000 : os ' cc�• 1968 .''os � =J' o: sd�y•.cH��P•�a,+ ,hy • cHtG?: ��,• Aaron Green, Vice President Surety -.,�' CNIG�•L,, IN WITNESS WHEREOF, Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 7th day of November 20 25 Amerisure Mutual Insurance Company Amerisure Insurance Company Amerisure Partners Insurance Company State of Michigan County of Oakland On this 7th day of November 20�5_ before me, a Notary Public personally appeared Michael A. Ito, of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company and Aaron Green of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. KAv t. Aaxrott 60fMr : = W Cammssion Evtes +: :« August 16, 2031 PLOUC nttyofLmnston Kay Airton, Notary Public Acing in I, Christopher M. Spaude, the duly elected Chief Financial Officer & Treasurer of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company, do hereby certify and attest that the above and foregoing is a true and correct copy of a Power of Attorney executed by said Companies, which remains in full force and effect. IN WITNESS WHEREOF, I have.set my hand and affixed the seals of the Companies this 6th day of Aprl1 2026 Christopher M. Spaude, Chief Financial Officer & Treasurer AMERISURE URETY Texas Important Notice IMPORTANT NOTICE To obtain information or make a complaint: You may call Amerisure Surety's toll -free telephone number for information or to make a complaint at: 1-800-257-1900 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights, or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 12030 Austin, TX 78711-2030 Fax: (512) 490-1007 Web: www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Amerisure Mutual Insurance Company Amerisure Insurance Company Amerisure Partners Insurance Company P.O. Box 9098 Farmington Hills, MI 48333-9098 AVISO IMPORTANTE Para obtener informacion o para presentar una queja: Usted puede llamar a] numero de telefono gratuito de Amerisure Surety's para obtener informacion o para presentar una queja al: 1-800-257-1900 Usted puede comunicarse con el Departamento de Se-guros de Texas para obtener informacion sobre com-panias, coberturas, derechos, o quejas al: 1-800-252-3439 Usted puede escribir al Departamento de Seguros de Texas a: P.O. Box 12030 Austin, TX 78711-2030 Fax: (512) 490-1007 Sitio web: www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov DISPUTAS POR PRIMAS DE SEGUROS O RECLAMACIONES: Si tiene una disputa relacionada con su prima de seguro o con una reclamacion, usted debe comunicarse con la compania primero. Si la disputa no es resuelta, usted puede comunicarse con el Departamento de Seguros de Texas. ADJUNTE ESTE AVISO A SU POLIZA: Este aviso es solamente para propdsitos informativos y no se con-vierte en parte o en condicion del documento adjunto. / Flores, Sophia From: Tracy Tucker <tracy@tuckeragency.com> Sent: Wednesday, April 8, 2026 4:29 PM To: Flores, Sophia Cc: Fields, Nicholas S Subject: Re: Verification of Bond# 8056684 This message is from an external organization. This message came from outside your organization. Report Suspicious Sophia, thank you for verifying the bond status. I can confirm that the Stabile & Winn bond is valid. Have a great day! 46 TUCKER AGENCY BONDS & INSURANCE Tracy Tucker Tucker Agency t: 817.336.8520 1 m: 817.247.3090 e: tracy@tuckeragency.com I w: https://tuckeragency.com a: 2821 W. 7th St. #500, Fort Worth, TX 76107 Receipt of e-mail by any employee of Tucker Agency, Ltd., does not constitute an agreement to bind, write, or revise coverage. This communication, together with any attachments hereto or links contained herein, is for the sole use of the intended recipient(s) and may contain information that is confidential or legally protected. If you are not the intended recipient, you are hereby notified that any review, disclosure, copying, dissemination, distribution, or use of this communication is STRICTLY PROHIBITED. If you have received this communication in error, please notify the sender immediately by return e-mail message and delete the original and all copies of the communication, along with any attachments hereto or links herein, from your system. provided, unless that information is subsequently confirmed in writing. Any vj FC nr gnininfla pfn cFtltP[{ in this ?m.^jI ^.rc cn P y thnSP of thn -i,,rthnr an(l rin nni' n�r�c,c�rjly rnnfpS�rit thns� of the rnlll n,�n'r_ On Wed, Apr 8, 2026 at 3:07 PM Flores, Sophia <Sophia.Flores2@fortworthtexas.gov> wrote: Hello, The City of Fort Worth requires bond verification before a contract can be executed. We have received the following bonds from Stabile & Winn, Inc.: Bond #8056684, in the amount of $15,683,491.90, issued by Amerisure Mutual Insurance Company for City Project #104150, 2022 Bond Year 2 Contract 7. Please confirm that the bonds and corresponding amounts are valid so we can proceed with awarding the contract to Stabile & Winn, Inc. If this is not the right bond verification address, please provide for Amerisure Mutual Insurance Company. Thank you, Sophia Flores FORT WORTH Contract Compliance Specialist Transportation & Public Works Office 817-392-2026 100 Fort Worth Trail, Fort Worth, TX 76102 CONNECT WITH US. 0 0 0 0 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology..........................................................................................................1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 6.02 Labor; Working Hours............................................................ 6.03 Services, Materials, and Equipment ....................................... 6.04 Project Schedule...................................................................... 6.05 Substitutes and "Or -Equals" ................................................... 6.06 Concerning Subcontractors, Suppliers, and Others ................ 6.07 Wage Rates.............................................................................. 6.08 Patent Fees and Royalties....................................................... 6.09 Permits and Utilities................................................................ 6.10 Laws and Regulations............................................................. 6.11 Taxes....................................................................................... 6.12 Use of Site and Other Areas ................................................... 6.13 Record Documents.................................................................. 6.14 Safety and Protection.............................................................. 6.15 Safety Representative.............................................................. 6.16 Hazard Communication Programs ......................................... 6.17 Emergencies and/or Rectification ........................................... 6.18 Submittals................................................................................ 6.19 Continuing the Work............................................................... 6.20 Contractor's General Warranty and Guarantee ...................... 6.21 Indemnification....................................................................... 6.22 Delegation of Professional Design Services .......................... 6.23 Right to Audit.......................................................................... 6.24 Nondiscrimination................................................................... Article 7 - Other Work at the Site............................................................... 7.01 Related Work at Site............................................................... 7.02 Coordination............................................................................ ................................................ 20 ................................................ 20 ................................................ 21 ................................................ 21 ................................................ 24 ................................................ 25 ................................................ 26 ................................................ 27 ................................................ 27 ................................................ 28 ................................................ 28 ................................................ 29 ................................................ 29 ................................................ 30 ................................................ 30 ................................................ 30 ................................................ 31 ................................................ 32 ................................................ 32 .............................................. 33 ................................................ 34 ................................................ 34 ................................................ 35 ................................................ 35 ................................................ 35 ................................................ 36 Article 8 - City's Responsibilities................................................................................................................... 36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due............................................................................................................................ 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 Article 10 - Changes in the Work; Claims; Extra Work 10.01 Authorized Changes in the Work .............. 10.02 Unauthorized Changes in the Work .......... 10.03 Execution of Change Orders ...................... 10.04 Extra Work ................................................. 10.05 Notification to Surety ................................. 10.06 Contract Claims Process ............................ ....................................................................... 38 ....................................................................... 38 ....................................................................... 39 ....................................................................... 39 ....................................................................... 39 ....................................................................... 39 ....................................................................... 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 ....................... ...................................................................................................... 62 ...................................................................................................... 62 ...................................................................................................... 62 ...................................................................................................... 62 ...................................................................................................... 63 ...................................................................................................... 63 CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 00 72 00 -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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 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: 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page i I 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 parry 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. 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 Di ffering 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 oflnsurance 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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. 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 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 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 if: 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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. 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1,2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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: https://comptroller.texas.gov/taxes/Tenn 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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: 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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: 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 11.0l.B, 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 11.0I.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the 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 11.01.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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 00 72 00 -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 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the 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 i£ 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. 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 1 LO1.A.1, 11.01.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 12.01.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 11.0I.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 may be 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. 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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. 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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: 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 Finallnspection 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revision: September 1, 2025 007200-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 January 26, 2024: Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER None TARGET DATE OF POSSESSION 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 January 26, 2024 EXPECTED UTILITY AND LOCATION OWNER None TARGET DATE OF ADJUSTMENT 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 No. 104150, dated 5/4/2023, prepared by City of Fort Worth providing additional information on roadway composition. 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: BGE, 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 SC-5.0413., "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: CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 6 $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: (2) Each Occurrence: Required for this Contract $Confirm Limits with Railroad $Confirm Limits with Railroad X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 6 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 a railroad 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 (Heavy and Highway A copy of the table is also available by accessing the City's website at: https:Happs.fortworthtexas.gov/Pro*ectResources/ 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: 1. SWPPP — NOI and NOT 2. Right of Way Permit SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: None CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 6 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 January 26, 2024: 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 Jose Orozco, P.E., or his/her successor pursuant to written notification from the Director of Transportation & Public Works Department. SC-13.03C., "Tests and Inspections" None SC-16.01C.1, "Methods and Procedures" None 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. Magaha SC-6.07, Updated the link such that files can be accessed via the City's website. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of 6 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 011100-1 SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 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 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. 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 011100-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 012500-1 SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products arc "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. f W3.Yi13►•I 110 N.Vk%l A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. Substitution will be rejected if. a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 012500-4 SUBSTITUTION PROCEDURES EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: 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 Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality 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 Recommended Not recommended By Date Remarks Rejected Date Recommended Received late CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 1 2 3 PART1- GENERAL �Il11U'_1UV /:13'1 SECTION 0129 75 MATERIALS ON HAND 012975-1 MATERIALS ON HAND Page 1 of 3 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 01 29 75 - 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 01 33 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 SUBMITTALS/INFORMATIONAL 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 012975-3 MATERIALS ON HAND Page 3 of 3 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 19, 2025 1 2 3 PART1- GENERAL �Jum-liIJy ►IUV EX41'1 SECTION 013119 PRECONSTRUCTION MEETING 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 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 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. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 01 31 19 - 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 f£ Temporary construction facilities gg. Final Acceptance hh. Final Payment ii. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 2022 Bond Year 2 Contract 7 City Project No. 104150 0131 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT 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 9/l/2025 M Owen Deleted Section 1.4 B.5..hh, due to new Small Business Ordinance CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 1, 2025 SECTION 013120 PROJECT MEETINGS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013120-1 PROJECT MEETINGS Page 1 of 3 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 013120-2 PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j . Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 013120-3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 14 3 PART1- GENERAL 4 1.1 SUMMARY 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 SECTION 0132 16 CK�]►iylY�fZ�JI-�[�3�i.Y�:1� 1i1�I�! 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 manager throughout 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 encompasses the 2 entire scope of activities envisioned by the City to properly deliver the work. When the 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 contracts for 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 not required) 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 parry on an as -needed basis. 41 42 2. Tier 2: Small Size and Short to Medium Duration Project 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 work effort. 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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) and in 4 alignment with the WBS structure in Section I AH 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 all progress 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 of the 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 01 32 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised October 6, 2023 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 01 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 1. Schedule Framework - The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Compliance with cost loading can be provided with traditional cost loading of line items OR a projected cost per month for the project when the initial schedule is submitted, updated on a quarterly basis is significant change is anticipated. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. E. Schedule File Name All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number_Project Name _Baseline Example: 101376 North Montgomery Street HMAC Baseline • Progress Schedule File Name Format: City Project Number —Project Name_YYYY-MM Example: 101376 North Montgomery Street HMAC 2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number —Project Name_PN_YYYY-MM Example: 101376 North Montgomery Street HMAC_PN_2018_01 F. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water 48 G. Schedule Calendar CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 2022 Bond Year 2 Contract 7 City Project No. 104150 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.H below. 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 this requires 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised October 6, 2023 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 01 32 16 - 6 CONSTRUCTION PROGRESS SCHEDULE Page 6of10 review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. 3. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. K. City's Work Breakdown Structure WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXX0XX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX. 80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XX XXX.90.40 Design Contract Closure L. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 2022 Bond Year 2 Contract 7 City Project No. 104150 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 32 16 - 7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 Activity ID Activity Name Design 3020 Award Design Agreement 3040 Issue Notice to Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting # 1 (required) 3170 Conceptual Design Complete 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Public Meeting #2 (required) 3260 Preliminary Design Complete 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3330 Conduct Design Public. Meeting #3 (if required) 3360 Final Design Complete ROW & Easements 4000 Right of Way Start 4230 Right of Way Complete Utility Relocation 7000 Utilities Start 7120 Utilities Cleared/Complete Construction Bid and Award 8110 Start Advertisement 8150 Conduct Bid Opening 8240 Award Construction Contract Construction Execution 8330 Conduct Construction Public Meeting #4 Pre -Construction 8350 Construction Start 8370 Substantial Completion 8540 Construction Completion 9130 Notice of Completion/Green Sheet 9150 Construction Contract Closed 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 alignment of 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised October 6, 2023 01 32 16 - 8 CONSTRUCTION PROGRESS SCHEDULE Page 8of10 1 1. Schedule Format 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 0132 16.1 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 5 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 5 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised October 6, 2023 01 32 16 - 9 CONSTRUCTION PROGRESS SCHEDULE Page 9of10 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 provided in 5 Specification 0132 16.3 Construction Project Schedule Progress Narrative. The content 6 of the Construction Project Schedule Progress Narrative should be concise and complete 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 the City'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 by the 13 City, no further progress schedules or construction status reports are required from 14 the Contractor. 15 1. 16 1.5 ACTION SUBMITTALSANFORMATIONAL 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 shall be 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 meeting the 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 01 32 16.1 Construction Project Schedule Baseline Example 31 Spec 0132 16.2 Construction Project Schedule Progress Example 32 Spec 01 32 16.3 Construction Project Schedule Progress Narrative 33 CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised October 6, 2023 01 32 16 -10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 2 PART 2 - PRODUCTS [NOT USED] 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised October 6, 2023 01 32 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 01 32 16 Construction Schedule for details and requirements regarding the Contractor's project schedule. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 2022 Bond Year 2 Contract 7 City Project No. 104150 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE —BASELINE EXAMPLE Page 2 of 5 00 c� o l� c� ----------------------------- o a o --------- , +- 0 o v v a o q-� moo o'7----- w ro m m m w m m m W w w w w w V! Gi x Q Q a a x a a i J J-�3 -�3'a '(p TO N L CL +� Eaa a` GJ V y is a t� � w � �' �.. � �. � o (d a d z d U F U w [fi a- U (n U F (! lil (/ p p� Y ,gyp �M m m C m m m ry m m m m M m V C� U m 0� V LL LL a z III CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised August 13, 2021 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE —BASELINE EXAMPLE Page 3 of 5 00 o O a o m o a� a o �. � .o.000 o.o 0 00 � fm� cus s m m m _� � m d - � 0❑ z �❑❑¢ 0 u O O Z � 4¢���¢��� g a d o Q c'� o a cS N cb ry' d' N o ry o o ry 4h ry C0 ai m m m m m m w ro w m w ro m m m .. m m rn m ai m rn N O Z 4 G O O O g Z❑ 00 0 0 O O Z❑ N 2 A d. o i II �� o� �� II Q `—' GJ V CL Al c v a n L ai 12 Z, 3 a a i3 Q, O� ¢ a E § LL E E E e L 4 0 d (J i0 i F w m d — U '� H � w �n ❑ G i! iY U � E p p� � 4-1 -. _- � � m eM Mm� m d m m m m ¢0� U LL I C) U I I I 1 CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised August 13, 2021 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE -BASELINE EXAMPLE Page 4 of 5 1 CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised August 13, 2021 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE —BASELINE EXAMPLE Page of 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised August 13, 2021 0132 16.2 CONSTRUCTION PROGRESS SCHEDULE —PROGRESS EXAMPLE Pagel of 5 1 SECTION 0132 16.2 2 CONSTRUCTION SCHEDULE — PROGRESS EXAMPLE 3 PART1- GENERAL 4 The following is an example of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the progress for the project. This version of the 6 schedule is referred to as a "progress" schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a progress schedule. See 8 CFW Specification 01 32 16 Construction Schedule for details and requirements regarding 9 the Contractor's project schedule. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised August 13, 2021 0132 16.2 CONSTRUCTION PROGRESS SCHEDULE —PROGRESS EXAMPLE Page 2 of 5 I I I r a Q L , ,. ,. - Q� � 0 4 o o Q � co N cv cv c-v N cv N eV cv c� cv S`� �'+ :N c9 ry ry cv ry [v cv ry ry W 0 0 0 Q ro m ti cO C- ti r� VL G% _ lar, 4 4 4 4 c> m O - a L m 3 ¢ Ui ¢ ¢ ¢ ¢ O O fn in �_ (! ❑ jy G 4 G 4¢ S G S S S 11 hD4%y • 4 4 G 4 G G? O O O o 0 0 0 0 0 N o o o N o a+o ci 1H �Oy q• m w W % m m W m W �. � � � �, �,. � ti � O � d � br � d d i� b� ,d [S� b� tL �. r !!^�^ V! 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S�. te r ry i t r -1 198a: L]� 07z8 U G o r r r r r r r r (V r r r C ^, _ I oh toi O. cG (G o 0 0 Z a m w O C J L IE 3 it— �Qa N O N 92 76 d ] V E U U L 4 87 CL L 4 9 U in 4, N — .o O ?aj 56 E S1 rn m m m rn E V a) .t C> g m LL C) III 1 CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised August 13, 2021 0132 16.2 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 of activities cnanged in the reporting period. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) B. List any potential delays and provide 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 Revised August 13, 2021 Page 1 of 1 2022 Bond Year 2 Contract 7 City Project No. 104150 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the. City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 013233-2 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 SECTION 0133 00 SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 SUBMITTALS Pagel of 8 General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication 0 Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 013300-2 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: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that 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 '/2 inches x 11 inches. 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 013300-3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 01 33 00 - 4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 013300-5 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. 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 013300-6 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 013300-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 013300-8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised March 9, 2020 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised March 9, 2020 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL � M.Y11uT►'l/\ W1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised 9/19/2025 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 01 50 00 - 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(s) from City for payment of water usage associated with construction water 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 2022 Bond Year 2 Contract 7 City Project No. 104150 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised 9/19/2025 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] H 15 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised 9/19/2025 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 • RRE61 �I:\U 1 ' : Q�' d l VL ' C �Z��I I�i17 %*-1 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 4 proj ect/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) It is the Contractor's responsibility to coordinate review of Traffic Control 12 plans for 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 [NOT USED] 36 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised March 22, 2021 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.6 ACTION SUBMITTALSANFORMATIONAL 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] 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 3/22/2021 M Owen 1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" if applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised March 22, 2021 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 015713 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 3125 00 —Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 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 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. f W1M3F130711 111E-1— y A. SWPPP Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 SECTION 015813 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide freestanding Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 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 A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 0158 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https:Happs.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised March 9, 2020 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 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. Magaua Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised March 9, 2020 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 01 66 00 - 3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 01 70 00 - 1 MOBILIZATION AND REMOBMIZATION Pagel 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 2022 Bond Year 2 Contract 7 City Project No. 104150 017000-2 MOBILIZATION AND REMORMIZATION 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 28 1. Mobilization and Demobilization 29 a. Measure 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 2. Remobilization for suspension of Work as specifically required in the Contract 36 Documents 37 a. Measurement 38 1) Measurement for this Item shall be per each remobilization performed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under "Measurement" will be paid for at the unit 42 price per each "Specified Remobilization" in accordance with Contract 43 Documents. 44 c. The price shall include: 45 46 CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 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 E7 10 K�1 `I IZe73.a-ITWO 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised November 22, 2016 FORTWORTH, Section 01 71 23.01 - Attachment A Survey Staking Standards February 2017 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 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 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 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 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 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 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 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. Proiected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_ Conformal —Conic Fa I se_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 Axt 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 proiect that has surface coordinates which must be translated: File 1: C1234 As -built of Water on Main Street Grid NAD83 TXSP 4202.csv O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv Example Control Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 V Iy w m � � W J m � F— < > W � a W 11 1016F EL.= 10D.aa' � W � W C t� G-1 LL- W f+ G5 < , C m W CC CD N=5O00.40 E=50M0O V. Water Staking Standards O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 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 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 M O y w C-O � C � G 0 < L Q V-J 3 O f « \ \ \/ \ _ \\ \ § \ \ F- / / § �\ } I\ r § / \ § ]� / j g \ \� / (\ 0 5\§/yS9=+G: /«I2 ' 2. @Q) y 2 j_j {G2/ ; P= ± 3 /cn $}a In - » 13 ~ j ƒ)) m _ VE Sanitary Sewer Staking 0: p G- G Governance P@eSGTe mpoowspec geADpi ID6vR\apDai R Div oyo171 23.1E01 Attachme« A Su&p Stakingaandaesdoa Page ga22 32 Bond Year 2Contract 7 Q& Project No. 104150 A. Centerline Staking — Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 Example Sanitary Sewer Stakes W Z ��O ! S SS -3+71m 0 C-09, �� 0-4� Of UW LLJ r� 2 ih J Cif w i7 sf - 9 } w f vie if �5°� :3 C7�O� � 12.LL- O f 5 (L SS 5iA-3+71� 1_ n C-3°Q I = C-3 CA 0 F=$ I wmfl CD 1 ll C-�J Wz L� w � LU LU ww = �[ifq w < 7' O/ q- 5 A_�ta �V w o Q 3- W W C1 af H r {/} W aw C:L � � WWI W � fyR � i� fa d L - G -1 Iz r i W J _ W+ ww z� w� d o L-4 0 d L� Ldi ' Y z LL O � z o w QP 4 N O/s L ss A-&+ EA LLJ Q f {n fn o W o 7 UI a F F F� e WEE C-6a II w 9 6 1R m 30 " V� w wt= F F5-M 0 03!t O O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 5 f mLLJ wp� INDit 0p Y Pa��m �aLLJ m J J _ Z 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 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 Example Storm Inlet Stakes FRONT (SIDE FACING BACK (9EIE FAahr- R.ELW.) POINT # IIIIfI� HIA ELEVATIR11��, HUB %MTH TACIT BACY•: OF rXIRD— — -- FLCWLINE — — EDGE OF PAVEMIENT 8 d, 0 m 0 m m 1 z IDENTIFIES WHIM E14D OF THE SUNG J BEING STAKED 0 II INLET STATION + (IF NOTED ON PLA T f J IDENTIFIES GRADE TO TOP OF CURB O _ IDENTIFIES GRADE TO FLL)MJNE c7 I NID Fl_{.h;r ll1G REQUIRED IN LIEU OF F'IC';i PAIIHTEL LATH NS) BACK {SUE FAmr mcm) POINT 0 _I) Hue ELEwnurl FRONT (SIDE FACING 0 n �i r ' Y IDENTIFIES 1lHICH I END OF THE YANG blANUAND IIJ — 16- RECESSED W — 20' STANDARD DDJBLE 10' — 26.67 — — — _— — RECESSED DDJBLE 10' =30-67 I I Di�J*. CF INLET H I V. aI FACE OF INLET EDGE OF PAV[%1ENT FACE OF INLET EDGE OF PAVEMENT BACK OF CURS — — FLDYeUNE -- — EDGE OF PAVEMENT O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 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 VIL 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 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 Example Curb & Gutter Stakes FRONT (SIDE FACING q) FRONT IDENTIFIES END F N T (SIDE FACING �j POINT OF aIc FRONT 6 T�NGINT (SIDE FACING IDENTITIES t.W.l PC (SIDE FACING ) N {` POW OF CURVATURE } U BC n PT BACK �J0 r IDENTIFrES OFFSET IS TO PACK CF CURB OR F/C (SIDE FACING R.O•W.) I FOR FACE OF CIJRH r r a a + z N I I POINT S $ I� EI/c III I III I +� r, N III I IDE11TIMES GRADE IS ; II Iti T6 TOP OF GUREI o I I WJ GRADE ON HUB ELEVATION - Raaws o + -- I Pardrs IL1:C;isle I:: R C I i i ti t IrJ LIEU OF PO4,. PAINTED L!u.TFi � I 4,7 -- — TOP OF CURE �x I BACK OF CURB FACE OF CURB FLO WU N E EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 n � n / ,k((/`e 0 /aIO/S m=m w _ � c 2 w§ y1 ( /r {\\E \� e ® »)(:z \. { 71 \�} � \ � \2 Z � OW %§ 30NYISICI », 7 _ _ez. f}�® q�\/ _ \ , ar 2 »w � / 21 z m »n « 13 , }� / }� , }» \ 2 s Or y § _ {(\ _ _ ) � ) &3 2 j/§zC w % � ±r • §G� \� ogpes bSGovernanePmesATe mporawspec Re\api ID+vR\apD@i R Div oyo171 23.1E01 kb+ mentA Survey StakingStandaesdoa Page 16of22 !!nlBond Year lContract 7 Q% Project No. 104150 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) Standard City Cut Sheet Date: ❑ TOTAL Staking Method: ❑ GPS STATION LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS City Project Number: Project Name: ❑ OTHER ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET -LT/+RT DESCRIPTION PROP. GRADE STAKED ELEV. - CUT + FILL O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 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 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 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. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 20 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 57A &000 - OWL 1*=A M AW STA 057M - Ir WL rFLOYD LR) STA&4140 - IS WL rFLOYD m AEMT i SkYk7E EXIS7. gE p,(ZpP. 0 WATER WE VALVE & RELYICER iN . CDNAECr TO EX1ST..8-WATER FI2X I2TEE } 1ZA � l2fyFi sLEtYE A&SA7:r-IE'WL 45'REMVER F!S BEND �( 1 F Ig LYFAM'AYCT 1iG ( �/' rt h PE VALV£ FIP�'YERI. SEMO STA D6ffi75 O WL N.6g4/flDEE3J '-�i N15WO35BYV � N'&9fl0�f5iP5 1NST/11. 1 2Irsz E33rn94 r -awn ern t�� ,I` F FIRE trr YAWVV ALF 8HY(iNMIr 1EAD �Qr�cq. /-0SAF'E VALVE �HW.* Ra � '^ 46 9WO.ian269 22.-289238B Mr�&gD3t3I�Q7 r3 E-Pt10 ELK 6 O E1EV.7zym �.N WNaryN+s rN,Fp4WpiM N NFdfron IN dilp{S ird � NW.• ppft5@fgi &`A4dfrry '!RF " 3z GY REMOVE EX153: J0WAFER / t\ +,N-6g1iMS3930 F} TEM 12 w ELc�:73a4e �� I} ----- -- TJ w -I f +tip PROPOSED SANITARY S EXIST. Cffr i MYYEE = SEE SHEET STA D• ^MM - I2'W INSTAM rar A F Z 4YVERF. DEMO -� a-k BW F- w #-&WW7R834 caMi mNr ur �. E �3Js 3aw2 �.".• ram, S7A P : - JSWL (FLDYD ARl STA D'57SM8 - ISW SYA D'a w - ff LNSrAiLr IN°ai AQ, MSTAL. FIS'F.r.SOFJO SLEEVE fiSaFYERF:.5EM0 04746YERT DEND 57 LF OF APRATJ-7i" PPE N,6W0555W N-6947052-9653 FXWMEcr TO ExIsr. !SWAYER E?2053D328r3-22%3[A'$3]D E-22�i3Q9B73G O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 51 �F � . v 3N17 SS 'dONd 45o 'd1S 3Nl7 Ha14'W ppg Ali @0kr V V' i I. dry§ O I `J2 Qd 6 Maw: a a m i V W P cn 'Q° I I I I. j � Lq Lq a at d k t + sag y ' e E, iq ©C7,f z g i g$ O Y 23.16.01_Attachment A_Survey Staking Standards.docx Page 22 of 22 2022 Bond Year 2 Contract 7 City Project No. 104150 O:\Sp ONLNY Esrllt I I BLK 29 LUT 2 I Q 3]0.5 Clglm RIY W.FM NbY� LOT 3 RAJ Cl a Rr w.rntwm 3 W I I LU f 5NlR-KG StWLA SFJiVK� W/ CLE4YWr o rs Muma L.AYTQN RD w. = "' w � � N' Zy 5� co ' on _ awu � ex.lrwme. 12'WATER 0 . ae a an-r€rt LINER ^ L-3659 � - � Ix —8•— � � � 4 L 5654 EX. Ir5 Onve arm y� Ges �, 14N pp ��.�e N. f r^ hS Nk ® ! v ) f % RE"E EXIST � +J LT SAY. SEWER i; ^ r� 5m STA MVJO - rSS LINE A - LOT 2 sra< r�� rm r.ra.wum I Q ENfST STAO'00.L-31r1- EXMS STAI^M.304 M - ^ RE"E EXJST_SSYN I CONSMuCr 5 LF OF SSS LINE / CONST.TOlR & M INCLUDE C£iM1C(XNI,47 H 1MSERFSERr yf, 00) i W/ MRO.S,IW PROTECTION CONNECT -PROP. TSS fNWi CUNNECr FW. S' SS INE.A31Y7 TO PRQ°_SSYN. Nti'3465f5S25Z = MAP NO. 2018-380, 201E MAPSCO PAGE NO.74N, S, T 2.00 !,Do p1\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 23 2022 Bond Year 2 Contract 7 City Project No. 104150 Obviously the .csv or Axt 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 ELEV. DESCRIPTION 1 6946257,189 2296079,165 726.09 SSMH RIM I_ 2 6946260.993 2296062.141 725.668 GV RIM 3 6946307.399 2296038.306 726.85 GV RIM h�V�t� t47 G S 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195,23 2296015.116 722.123 GV RIM N 6 6946190528 2296022.721 722.325 FH c 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919.3.33 713.331 WM RIM 9 6946003,056 2295933.418 713.652 CO RIM ANC t1 2-,-�Z 10 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707-72 WM RIM _ �} 13 6945896.591 2295962.198 708.205 WM RIM 14 6945934.286 2295941.925 709.467 WM RIM 15 6945936.727 2295830.441 710.094 CO RIM CGG(-b S 15 6945835.678 2295799.707 707.774 SSMH RIM r 17 6945817.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM po N ,✓ UG 19 6945768.563 2295778.424 710.086 GV RIM `}'>; 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM 22 6945682.21 2295744.22 716.685 WM RIM 23 6945621.902 2295669.471 723.76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM fl 1 7 _�' �L t VA 25 6945571.059 2295655.195 727.514 SSMH RIM 26 6945539.498 2295667,803 729.123 WM RIM 71D 27 6945519.834 2295619.49 732.689WMRIM 28 6945417.879 2295580.27 740.521 WM RIM 29 6945456.557 2295643.145 736,451 CO RIM 30 6945387.356 2295597.101 740.756 GV RIM 31 6945370.688 2295606.793 740.976 GV RIM FOC- GUrc-�c 32 6945383.53 2295610.559 740.408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319.365 2295539.728 746.777 CO RIM 35 6945242.289 2295570.715 748,454 WM RIM 36 6945233.624 2295544.626 749.59 SSMH RIM 37 6945206.483 2295529.305 751.058 WM RIM 38 6945142.015 2295557.666 750.853 WM RIM 39 6945113.445 2295520.335 751.871 WM RIM 40 6945049.02 2295527,345 752,257 SSMH RIM iE of 41 6945041,024 2295552.675 751.79 WM RIM 42 43 6945038.879 6945006.397 2295552.147 2295518.135 751.98 WM RIM 752.615 WM RIM 44 6944944.782 2295520.635 752.801 WM RIM 45 6944943.432 2295556.479 752.156 WM RIM 46 6944860.416 2295534.397 752.986SSMH RIM � S�"✓YLf� f�/%!h O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 Of 24 2022 Bond Year 2 Contract 7 City Project No. 104150 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. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 2022 Bond Year 2 Contract 7 City Project No. 104150 d"'tl o s --- --- -- -- - - - --- v z W y� x 2 � x m '-- - - --- -_- - - -_- - -_- - -_ --_ -_- i� L _ K gg .5 z � a III Ilil., __ �d A � E g s O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 26 of 26 2022 Bond Year 2 Contract 7 City Project No. 104150 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 017123 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. 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. 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised February 14, 2018 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 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) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01— Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 0133 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised February 14, 2018 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01— Attachment A — Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised February 14, 2018 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be perfonned by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised February 14, 2018 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 .1V' lif►�7Z�]ZiTiJI K� A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapeflle (.shp) CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised February 14, 2018 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.lft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. If the Contractor's work damages or destroys one oi- more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at anytime a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3' party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 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 CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised February 14, 2018 017123-8 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised February 14, 2018 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Dcviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 01 74 23 - 2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 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 A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 01 74 23 - 3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 7719 CLOSEOUT REQUIREMENTS 017719-1 CLOSEOUT REQUIREMENTS Page 1 of 3 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. 27 28 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 29 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 PART 2 - PRODUCTS [NOT USED] 32 CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised March 22, 2021 01 77 19 -2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXANIINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 CLOSEOUT PROCEDURE 6 A. Prior to requesting Final Inspection, submit: 7 1. Project Record Documents in accordance with Section 0178 39 8 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 9 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 10 01 74 23. 11 C. Final Inspection 12 1. After final cleaning, provide notice to the City Project Representative that the Work 13 is completed. 14 a. The City will make an initial Final Inspection with the Contractor present. 15 b. Upon completion of this inspection, the City will notify the Contractor, in 16 writing within 10 business days, of any particulars in which this inspection 17 reveals that the Work is defective or incomplete. 18 2. Upon receiving written notice from the City, immediately undertake the Work 19 required to remedy deficiencies and complete the Work to the satisfaction of the 20 City. 21 3. The Right-of-way shall be cleared of all construction materials, barricades, and 22 temporary signage. 23 4. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City that the required Work has been completed. Upon receipt of 25 this notice, the City, in the presence of the Contractor, will make a subsequent Final 26 Inspection of the project. 27 5. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a. Specified spare parts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion 39 1. Once the City Project Representative finds the Work subsequent to Final Inspection 40 to be satisfactory, the City will issue allotice of Project Completion (Green Sheet). 41 E. Supporting Documentation CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised March 22, 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 01 77 19 -3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [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 I SUMMARY OF CHANGE 3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to "Clearing ROW" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 2022 Bond Year 2 Contract 7 City Project No. 104150 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 %2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 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 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking £ Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] FO10 Mys.Fx$ft11 l Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised December 20, 2012 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. WEIR -CI I01WMT1 W 0I\ ` 7 I. ►\ 11 11I-LY11 A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] [011111111 7 CK1 : 1 1 IZ 111Ii- / I WOV y A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 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 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised July 1, 2011 31 1000 -1 SITE CLEARING Page I of 6 1 SECTION 31 10 00 2 SITE CLEARING � 61.1!A 6�14DIe10I.711 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Preparation of right-of-way and other designated areas for construction operations 7 by removing and disposing of all obstructions including clearing and grubbing and 8 trees, when removal of such obstructions is not specifically shown on the Drawings 9 to be paid by other Sections. 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. Replaced paragraph 1.2.A.4.b.1. 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 02 41 13 — Selective Site Demolition 16 4. Section 02 41 14— Utility Removal/Abandonment 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Site Clearing 20 a. Measurement 21 1) Measurement for this Item shall be by lump sum, square yard, or per acre. 22 b. Payment 23 1) The work performed and the materials furnished in accordance with this 24 Item shall be paid for at the lump sum, square yard, or per acre price bid for 25 "Site Clearing". 26 c. The price bid shall include: 27 1) Pruning of designated trees and shrubs 28 2) Removal and disposal of structures and obstructions (unless separate bid 29 item is provided under 02 4113 "Selective Site Demolition or 02 41 14 30 "Utility Removal/Abandonment"). 31 3) Removal and disposal of trees under 6-inch in diameter when bidding by 32 lump sum or square yard 33 4) Removal of ALL trees when bidding by acre. 34 5) Backfilling of holes 35 6) Clean-up 36 2. Tree Removal (for trees 6-inch or larger in diameter when Site Clearing is bid by 37 lump sum or square yard) 38 a. Measurement 39 1) Measurement for this Item shall be per each. 40 2) Measurement of diameter for tree removal shall be at standard "Diameter at 41 Breast Height" or DBH, where Breast Height shall be 54" above grade. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised March 22, 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 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 31 1000 -2 SITE CLEARING Page 2 of 6 3) b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tree Removar, for: a) Various diameter ranges c. The price bid shall include: 1) Removal and disposal of tree, including removal of root to a depth at least 2 foot below grade 2) Grading and backfilling of holes 3) Excavation 4) Clean-up 3. Tree Removal and Transplantation a. Measurement 1) Measurement for this Item shall be per each. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tree Transplant" for: a) Various diameter ranges c. The price bid shall include: 1) Pruning of designated trees and shrubs 2) Moving tree with truck mounted tree spade 3) Grading and backfilling of holes 4) Replanting tree at temporary location (determined by Contractor) 5) Maintaining tree until Work is completed 6) Replanting tree into original or designated location 7) Excavation 8) Fertilization 9) Mulching 10) Watering 11) Clean-up 12) Warranty period 4. Tree Protection a. Measurement 1) Measurement for this Item shall be per each as designated on Construction Drawings for protection b. Payment 1) The work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. c. The price bid shall include: 1) Protection of tree utilizing measures designated on Construction Drawings 2) Installation of work of barriers as designated on Construction Drawings 3) Maintenance of protection measures throughout construction completed 4) Replanting tree into original or designated location 5) Excavation 6) Fertilization 7) Mulching 8) Clean-up including removal on constriction completion of protection measures CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 2022 Bond Year 2 Contract 7 City Project No. 104150 31 1000 -3 SITE CLEARING Page 3 of 6 1 5. 2 1.3 REFERENCES [NOT USED] 3 1.4 ADMINSTRATIVE REQUIREMENTS 4 A. Permits 5 1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits as 6 required by the City's Tree Ordinance. PARR -Forestry details can be found here: 7 Forestry —Welcome to the City of Fort Worth (fortworthtexas.gov). Urban Forestry 8 Compliance's ordinance and requirements are within Zoning and can be found here: 9 Zoning — Welcome to the City of Fort Worth (fortworthtexas.gov). 10 B. Preinstallation Meetings 11 1. Hold a preliminary site clearing meeting and include the Contractor, City Forester 12 (if City owned tree) or representative of Urban Forestry if privately owned trees), 13 City Inspector, and the Project Manager for the purpose of reviewing the 14 Contractor's tree removal plan. Clearly mark all trees to remain on the project site 15 prior to the meeting. 16 2. The Contractor will provide the City with a Disposal Letter in accordance to 17 Division 01. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL 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 CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION 31 A. All trees identified to be protected and/or preserved should be clearly flagged with 32 survey tape as per Construction Drawings. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised March 22, 2021 31 1000 -4 SITE CLEARING Page 4 of 6 1 B. Following taping and prior to any removals or site clearing, the Contractor shall meet 2 with the City, the Engineer and the Landowner, if necessary, to confirm trees to be 3 saved. 4 3.4 INSTALLATION 5 A. Protection of Trees 6 7 8 9 ]0 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 1. Protect designated trees and prune trees and shrubs as shown on the Drawings. Refer to the Drawings for tree protection details. 2. If the Drawings do not provide tree protection details, protected trees shall be fenced by placing 6-foot tall metal T-posts in a square around the tree trunk with the corners located on the canopy drip line, unless instructed otherwise. 3. When site conditions do not allow for the T-posts to be installed at the drip line, the T-posts may be installed no less than 8 feet from the tree trunk. 4-foothigh 12 %2 gauge stock fencing or orange plastic snow fence shallbe attached to the T-posts to form the enclosure. 4. For city -owned trees, PARD-Forestry permission required to install protective fencing inside of canopy dripline (Critical Root Zone). 5. Additional trunk protection (cladding) is required when protective fencing is approved within the Critical Root Zone. 6. Do not park equipment, service equipment, store materials, or disturb the root area under the branches of trees designated for preservation. 7. When shown on the Drawings, treat cuts on trees with an approved tree wound dressing within 30 minutes of making a pruning cut or otherwise causing damage to the tree. 8. Trees and brush shall be mulched on -site. a. Burning as a method of disposal is not allowed. B. Hazardous Materials 1. The Contractor will notify the Engineer immediately if any hazardous or questionable materials not shown on the Drawings are encountered. This includes; but not limited to: a. Floor tiles b. Roof tiles c. Shingles d. Siding e. Utility piping 2. The testing, removal, and disposal of hazardous materials will be in accordance with Division 1. C. Site Clearing 1. Clear areas shown on the Drawings of all obstructions, except those landscape features that are to be preserved. Such obstructions include, but are not limited to: a. Remains of buildings and other structures b. Foundations c. Floor slabs d. Concrete e. Brick f. Lumber CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised March 22, 2021 31 1000 -5 SITE CLEARING Page 5 of 6 1 g. Plaster 2 h. Septic tank drain fields 3 i. Abandoned utility pipes or conduits 4 j. Equipment 5 k. Trees 6 1. Fences 7 in. Retaining walls 8 n. Other items as specified on the Drawings 9 2. Remove vegetation and other landscape features not designated for preservation, 10 whether above or below ground, including, but not limited to: 11 a. Curb and gutter 12 b. Driveways 13 c. Paved parking areas 14 d. Miscellaneous stone 15 e. Sidewalks 16 f. Drainage structures 17 g. Manholes 18 h. Inlets 19 i Abandoned railroad tracks 20 j. Scrap iron 21 k. Other debris 22 3. Remove culverts, storm sewers, manholes, and inlets in proper sequence to 23 maintain traffic and drainage in accordance with Section 02 41 14. 24 4. In areas receiving embankment, remove obstructions not designated for 25 preservation to 2 feet below natural ground. 26 5. In areas to be excavated, remove obstructions to 2 feet below the excavation level. 27 6. In all other areas, remove obstructions to 1 foot below natural ground. 28 7. When allowed by the Drawings or directed by the Engineer, cut trees and stumps 29 off to ground level. 30 a. Removal of existing structures shall be as per Section 02 41 13. 31 D. Disposal 32 1. Dispose of all trees within 24 hours of removal at an approved off -site facility. 33 2. All materials and debris removed becomes the property of the Contractor, unless 34 otherwise stated on the Drawings. 35 3. The Contractor will dispose of material and debris off -site in accordance with local, 36 state, and federal laws and regulations. 37 3.5 REPAIR [NOT USED] 38 3.6 RE -INSTALLATION [NOT USED] 39 3.7 FIELD QUALITY CONTROL [NOT USED] 40 3.8 SYSTEM STARTUP [NOT USED] 41 3.9 ADJUSTING [NOT USED] 42 3.10 CLEANING [NOT USED] 43 3.11 CLOSEOUT ACTIVITIES [NOT USED] CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised March 22, 2021 31 1000 -6 SITE CLEARING Page 6 of 6 1 3.12 PROTECTION [NOT USED] 2 3.13 MAINTENANCE [NOT USED] 3 3.14 ATTACHMENTS [NOT USED] 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.A Permits: Removed ordinance number and added City's website address 3/22/2021 M Owen 1.2 Clarified measurement and payment. 1.4. Clarified administrative requirements. 3.4 Clarified additional installation requirements for tree protection and disposal. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised March 22, 2021 SP 34 71 13.01 TRAFFIC CONTROL Pagel of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 IItl7-111a2TK416MI1�'. eJ6, For this Project, the Standard Specification 34 71 13 for Traffic Control (dated 11/22/2013) is amended with respect to the clauses cited below. No other clauses or requirements of this Standard Specification are waived or changed. Delete section 1.1. from Standard Specification 34 71 13 and replace with: 1.1 SUMMARY B. Installation of Traffic Control Devices and preparation of Traffic Control Plans, including moving, replacing, maintaining, cleaning and removing upon completion of the work, all temporary or permanent street closure barricades, signs, cones, lights or other devices required to handle traffic in conformance with the current edition of the Texas Manual of Uniform Traffic Control Devices and as indicated on the Drawings or directed by the Engineer or designated City representative. C. Deviations from this City of Fort Worth Standard Specification 1. As outlined in this Special Provision to Standard Specification 34 71 13. D. Related Specifications Sections include, but are not limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements Delete paragraph 1.2. from Standard Specification 34 71 13 and replace with: 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Installation of Traffic Control Devices a. Measurement 1) Traffic Control Devices for the project will be measured per month throughout the project duration regardless of the number of set-ups, locations or streets under construction. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured, as provided under "Measurement," shall be paid for at the unit price bid for "Traffic Control" under each Unit of Work (Water, Sewer, Paving, etc). No additional compensation is made for materials, equipment or labor required for this Item. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 City Project No. 104150 SP 34 71 13.01 TRAFFIC CONTROL Page 2 of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 2) No more than one month may be charged during the same 30 day period of a contract. Projects with multiple crews performing concurrent Units of Work (Water, Sewer, Paving, etc) will be paid for 1 (one) month total, under the contractor's selected unit. The selected unit must have had active work during that period. 3) The months for each Unit of Work will be approximated for bidding and can be adjusted during construction as the work progresses according to the Contractor's schedule. The Contractor's schedule shall reflect the project being complete within the project duration set by the contract. c. The work performed under this Item shall include, but not be limited to: 1) Traffic Control implementation 2) Installation 3) Maintenance 4) Adjustments 5) Replacements 6) Removal 7) Police assistance during peak hours d. Traffic Control Plan Changes: 1) Contractor driven changes to the sequencing, resources, or location of traffic control activities do not warrant additional cost for traffic control. 2) City requested changes to the scope or sequencing can be submitted as a change order with supporting documentation for review by the City. 3) During periods of inactivity the contractor must provide supporting documentation that additional traffic control was required based on current site conditions and was present at the site. 2. Portable Changeable Message Board Signs a. Measurement 1) Portable Changeable Message Board Signs for the project shall be measured per week regardless of the number of set-ups, locations or streets under construction. b. Payment 1) The work performed and materials furnished in accordance to this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per week for "Portable Message Sign". c. The price bid and work performed under this Item shall include, but not be limited to: 1) Delivery of Portable Message Sign to Site 2) Message updating 3) Sign movement throughout construction 4) Return of the Portable Message Sign post -construction 3. Preparation of Traffic Control Plan Details a. Measurement 1) Measurement for this Item be per each Traffic Control Detail prepared. CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 City Project No. 104150 SP 34 71 13.01 TRAFFIC CONTROL Page 3 of 4 SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 IItl7-1\01-1001GR111�'. eJ6, b. Payment 1) The work performed and materials furnished in accordance with this Item shall be subsidiary to the unit price bid for "Traffic Control". c. The work performed under this item shall include, but not be limited to: 1) Preparing the Traffic Control Plan Details for closures of 24 hours or longer 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices (TMUTCD) 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 4) Incorporation of City comments Delete paragraph 1.5.B, D, E and G from Standard Specification 34 71 13 and replace with: 1.5 SUBMITTALS B. Obtain a Street Use Permit from the Street Management Section of the Traffic Engineering Division, 311 W. 10th Street. The Traffic Control Plan (TCP) for the Project shall be as detailed on the Traffic Control Plan sheets of the Drawing set if provided. A copy of the Traffic Control Plan shall be submitted with the Street Use Permit and upon approval uploaded to the City's BIM360 project page as a submittal. D. Contractor shall prepare Traffic Control Plans if required by the Drawings or Specifications. The Contractor will be responsible for having a licensed Texas Professional Engineer sign and seal the Traffic Control Plan sheets. Contractor, at his or her expense, shall prepare and submit for approval Traffic Control Plans where Contractor wishes to deviate from the approved set of Traffic Control plans if provided in the construction documents. E. Lane closures (including moving operations) that require a lane to be closed to through traffic for 24 hours or longer shall require a site -specific traffic control plan. G. Design Engineer will furnish standard details for traffic control. These are guidance and are not sufficient for a site specific traffic control plan for lane closures over 24 hours. Delete paragraph 1.5.G from Standard Specification 34 71 13. Delete paragraph 3.3.K from Standard Specification 34 71 13 and replace with: CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 City Project No. 104150 SP 34 71 13.01 TRAFFIC CONTROL SPECIAL PROVISION TO STANDARD SPECIFICATION 34 7113 YY:7,\ a T�ZK�7�111'. �J0, 3.3 INSTALLATION Page 4 of 4 K. Contractor shall make arrangements, at his or her expense, for police assistance to direct traffic if traffic signal turn-ons, street light pole installation, or other construction will be done during peak traffic times (AM: 7 am — 9 am, PM: 4 pm - 6 pm). CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 City Project No. 104150 99 99 00 ADDITIONAL SPECIFICATIONS Pagel of 3 SECTION 99 99 00 ADDITIONAL SPECIFICATIONS 9999.0001 Removal of Intruding Sewer Pipes into Storm Pipes 1. Summary Removal of intruding sewer pipes into storm pipes shall include the removal of existing sewer pipes and point repair to existing storm pipe as identified in the drawings. Sewer pipe removal shall be in accordance with 02 41 14. Storm pipe point repair shall be in accordance with drawings and 33 3122, 3341 10. 2. Measurement and Payment a. Measurement for this Item shall be by each occurrence, as identified in the drawings. b. Payment for the work performed and material furnished in accordance with this Item shall be paid at the unit price bid per each "Removal of Intruding Sewer Pipes into Storm Pipes" completed in place. 9999.0002 Install Speed Cushion 1. Summary Install Speed Cushion shall include the furnishing and installation of Traffic Logix SC-070603-M & SC-07063-2M or approved equal and all bolts, adhesives, and interlocking modules. 2. Measurement and Payment a. Measurement for this Item shall be per each. b. Payment for the work performed and material furnished in accordance with this Item shall be paid at the unit price bid per each "Install Speed Cushion" completed in place. 9999.0003 Miscellaneous Utility Adjustment (Irrigation) 1. Summary This item establishes a contract allowance for making necessary irrigation adjustments or repairs required due to the project. An arbitrary allowance amount has been placed in the proposal. However, payment of the proposal amount (whether higher or lower) is not guaranteed. It shall be the Contractor's responsibility to provide the services of a licensed irrigator to make the irrigation adjustments determined necessary by the City. No payment will be made for irrigation adjustments or repairs except those determined to be required by the City. Should the Contractor damage irrigation systems due to negligence, where such systems would not have required adjustment or repair otherwise, the damage shall be repaired and adjusted by the Contractor at the Contractor's expense. 2. Measurement and Payment a. Measurement for additional work covered by the respective Miscellaneous Utility Adjustment - Irrigation shall be negotiated between the City and the Contractor per each respective item, or group of items if multiple related items are encountered. b. Payment for the work performed and material furnished in accordance with this Item shall be paid for as measured per negotiated item or group of items, at unit price(s) negotiated between the City and the Contractor. Payment shall include all necessary materials, labor, equipment, fees, taxes, overhead and profit, clean-up and restoration of disturbed areas, and all other related costs to accomplish the work item's objective. Payment to the Contractor for this item shall be the actual 2022 Bond Year 2 Contract 7 CITY OF FORT WORTH City Project No. 104150 99 99 00 ADDITIONAL SPECIFICATIONS Page 2 of 3 cost of the negotiated item (substantiated by sub -Contractor / vendor invoices) plus 10% to cover the cost of overhead, profit, bonds, insurance, etc, as required of the Contractor for managing sub Contractors. 9999.0004 Construction Allowance 1. Summary Construction Allowances shall be available to the City to direct the Contractor to perform additional work items relevant to the successful completion of the project, but which are not identified on the plans or covered in the specifications due to unforeseen circumstances. Arbitrary allowance amounts have been placed in the Proposal. This item will not be paid to the Contractor unless a field order is issued. Unanticipated project changes are not limited to the value of this item. Contract changes above the amount described by this allowance may be processed through a change order. 2. Measurement and Payment a. Measurement for additional work covered by the respective Construction Allowances shall be negotiated between the City and the Contractor per each respective item, or group of items if multiple related items are encountered. b. Payment for the work performed and material furnished in accordance with this Item shall be paid for as measured per negotiated item or group of items, at unit price(s) negotiated between the City and the Contractor. Payment shall include all necessary materials, labor, equipment, fees, taxes, overhead and profit, clean-up and restoration of disturbed areas, and all other related costs to accomplish the work item's objective. Payment to the Contractor for this item shall be the actual cost of the negotiated item (substantiated by sub -Contractor / vendor invoices) plus 10% to cover the cost of overhead, profit, bonds, insurance, etc, as required of the Contractor for managing sub Contractors. 9999.0005 Rehab and Epoxy Coat Existing Manhole 1. Summary Rehab and epoxy coat existing manhole shall include the rehabilitation and epoxy coating of existing manholes as identified in the drawings. Manhole rehab shall include the cleaning, removal of roots, and debris in accordance with 33 04 50; repair to bench and pipe intrusions shall be in accordance with 03 80 00. Epoxy coat shall be in accordance with 33 39 60. 2. Measurement and Payment a. Measurement for this Item shall be by vertical foot, as identified in the drawings. b. Payment for the work performed and material furnished in accordance with this Item shall be paid at the unit price bid per vertical foot "Rehab and Epoxy Coat Existing Manhole" completed in place. 9999.0006 Temporary Fence 1. Summary Temporary fence shall include the furnishing and installation of temporary fencing of sufficient quality to protect residents from open trenches and active construction as identified in the drawings. 2. Measurement and Payment c. Measurement for this Item shall be by the linear foot of Temporary Fence installed. d. Payment for the work performed and material furnished in accordance with this Item shall be paid at the unit price bid per linear foot of "Temporary Fence" completed in place. 2022 Bond Year 2 Contract 7 CITY OF FORT WORTH City Project No. 104150 99 99 00 ADDITIONAL SPECIFICATIONS Page 3 of 3 9999.0007 Install Concrete Steps 1. Summary Install concrete steps shall include the installation of concrete steps as identified in the drawings and/or the direction of the City Inspector to tie to existing lead walks. Concrete steps shall be in accordance with 32 13 13, 32 13 20. 2. Measurement and Payment e. Measurement for this Item shall be by the square yard of completed and accepted Concrete Steps in its final position as measured along the centerline of the steps. f. Payment for the work performed and material furnished in accordance with this Item shall be paid at the unit price bid per square yard of "Install Concrete Steps" completed in place. 9999.0008 Barrier Free Ramp, Modified Type R-1 1. Summary Install Barrier Free Ramp, Modified Type R-1 shall include the installation of modified type R-I ramp as identified in the drawings. Barrier free ramp shall be in accordance with 32 13 20. 2. Measurement and Payment a. Measurement for this Item shall be by each occurrence, as identified in the drawings. b. Payment for the work performed and material furnished in accordance with this Item shall be paid at the unit price bid per each "Barrier Free Ramp, Modified Type R-1" completed in place. 9999.0009 Barrier Free Ramp, Modified Type P-1 1. Summary Install Barrier Free Ramp, Modified Type P-1 shall include the installation of modified type P-1 ramp as identified in the drawings. Barrier free ramp shall be in accordance with 32 13 20. 2. Measurement and Payment a. Measurement for this Item shall be by each occurrence, as identified in the drawings. b. Payment for the work performed and material furnished in accordance with this Item shall be paid at the unit price bid per each "Barrier Free Ramp, Modified Type P-1" completed in place. END OF SECTION 2022 Bond Year 2 Contract 7 CITY OF FORT WORTH City Project No. 104150 GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-6.06.D Small Business Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September 1, 2025 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September I, 2025 W:/:11-3 I iV_11Y W m co L2 r; N 0 LO N 0 N LEGAL DESCRIPTION BEING, all of that 0.070 acre (3,043 square foot) tract of land situated in the Thomas McCanne Survey, Abstract Number 1, City of Fort Worth, Tarrant County, Texas; being part of that tract of land described in General Warranty Deed to Fort Worth Independent School District as recorded in Volume 15410, Page 60 of the Deed Records of Tarrant County, Texas; being part of Lot 6R1, Block 32R, Seminary Hill Addition, an addition to the City of Fort Worth as recorded in Cabinet A, Slide 8040 of the Plat Records of Tarrant County, Texas; said 0.070 acre tract of land being more particularly described by metes and bounds as follows: COMMENCING, at a 1/2-inch iron rod found in a north line of said Lot 6R1; said point being the southwest corner Lot 20, Block 33 of Seminary Hill Addition, an addition to the City of Fort Worth as recorded in Volume 310, Page 45 of the Deed Records of Tarrant County, Texas; said point being the northwest corner of Lot 6, Block 32, Seminary Hill Addition, an addition to the City of Fort Worth as recorded in Volume 388-168, Page 56 of the Plat Records of Tarrant County, Texas; said point being in the east line of a 15-foot Utility Easement retained by City Ordinance No. 15376; from said point a 5/8-inch iron rod found at the southeast corner of said Lot 20 bears North 89 degrees 13 minutes 10 seconds East, a distance of 150.00 feet; THENCE, South 89 degrees 13 minutes 10 seconds West, along a north line of said Lot 6R1, a distance of 15.00 feet to the POINT OF BEGINNING; said point being a reentrant corner in the north line of said Lot 6R1; said point being in the west line of said 15-foot Utility Easement; THENCE, South 00 degrees 46 minutes 50 seconds East, along the west line of said 15-foot Utility Easement, a distance of 102.09 feet to a point for corner; THENCE, South 89 degrees 13 minutes 10 seconds West, departing the west line of said 15-foot Utility Easement, a distance of 20.00 feet to a point for corner; THENCE, North 00 degrees 46 minutes 50 seconds West, a distance of 152.17 feet to a point for corner; in the north line of said Lot 6R1; THENCE, North 89 degrees 13 minutes 10 seconds East, along the north line of said Lot 6R1, a distance of 20.00 feet to the most northerly northeast corner of said Lot 6R1; THENCE, South 00 degrees 46 minutes 50 seconds East, along an east line of said Lot 6R1, a distance of 50.08 feet to the POINT OF BEGINNING and containing an area of 0.070 acres or 3,043 square feet of land, more or less. NOTES: A survey plat of even survey date accompanies this legal description. Bearing system for this survey is based on the North American Datum of 1983, NA2011 (Epoch 2010.00), Texas State Plane Coordinate System, North Central Zone (4202) with an applied combined scale factor of 1.00012. Distances and areas shown are surface values in U.S. Survey Feet. This survey was performed without the benefit of a title report. There may be easements and/or covenants affecting the subject property that are not shown hereon. C >R' Rene Silvas 4/25/2025 RPLS No. 5921 BGE, Inc. 777 Main Street, Suite 1900, Fort Worth, TX 76102 Tel:817-887-6130 - www.bgeinc.com TBPELS Registration No. 10106500 Copydght 2025 " *0*.... VSILVAS 5921 SU TEMPORARY CONSTRUCTION EASEMENT CPN 104150 2022 BOND YEAR 2 - CONTRACT 7 TEMPORARY CONSTRUCTION EASEMENT NO. 1 BEING PART OF LOT 6R1, BLOCK 32R SEMINARY HILL ADDITION SITUATED IN THE THOMAS McCANNE SURVEY, ABSTRACT NO. 1, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS APRIL 2025 SHEET 1 OF 2 -V iol — I — 9 iol '09) 3nN3AV Noauoo I // I I '1'0'1'8'd'0 I (Z6L69CLZZd 'ON 'iSNI) / / 011 S9NI4lOH 33W0 / z / xz — — z� 7 a Z ZOD I ton o� w N O Lo H no YD CL ooa ao~� F-m=`O � I � aCow Goa �Q M I T Uwof U ( O JZ J � a o ojI I LJ U� L 00 O I I / J O I / o 19 Q N Iw =z F- O 3 a I' _ Y 1 o J p II Nin z z- 00 O N ^ z I c wm �aaal 1— w � =(A z o I w Wt0 N LE Q zIQ Z ��o Cho"� 5 �M m Z Gi (n 0 I I ■ 0 I= z a LU N p ^� W o Z LLI rn O PO m Zo J ;o0 a II rLd ro O 00 a / CD I J_I O v O �0 a ---1-iLni -----LL _ 9l Zl q Z O �—NO� J M~ O I YO00 p Q F- I �JJU m = Q � OZ Q O W � N Iq / / U a> / coma O_ / / O / U / N Z' W ^ O wc0 U 0 En a. Zp(:5U H J wo—� 3 N J 0 O J3 c o N U o N N o N 0 h w 3 3 w w Q z o o uo o - Vo P a✓ to W v Z m bo ro J co 0 Go o �0 0 z z 0 � N :Z) Z) T a) U) c a> a) 0 C O ❑_ H o W 0 J Iall C U D O X W �wN C� Y JF-Un UNW m o 2 Q11 ~zoQLLL w2coQZwwoO >-UF---,Jp>QNcj 0�02L1J�F-JF- cn O�LL%Qc)2lZ W mWO W D W F-Q2 O NOa'Z(nz0 C± a W c) �Qz U)O mow ¢" Z a m :2 LL a "~ o W H C) 2, Z W w ❑ ❑ U < z Z W 0OUF¢ w c7�LU Zr� N W,y LLO � Z Z Z W L U Z U U 7 z 2 0 W W J 0 [__ 0= woWa¢� Q Z Z a U O w Z m U❑, W F wMQzw mw w LLOLLOOwZUa W Z2w�jcL�0mpZZO'rnv~i J OLLawo�Oougaa�o0�❑xm III H U z 1 I o]U 1 a a_ 2 0 U76 JOO U 76 'O Q Lu 0.2 > Z Q v=i L (n r 0 ° a) a) N C C N p O O _ •- m O 0 co Z O a) o U a3 CU r� Lo o N L U 0 o s o U O L p N� •= U C:�E N �: o o-Z �aLn r .S ° N L1J O o_ a) (00 T N Un E O N co o Z O N E 16 a) Z- a5 a U L N a+ cn o _ M N Naia 2 aa)i= V _(D o ns L V ° co cn cC: o m o �> LLI miaow Co O � m a cD U CL m E.L-� U (D m E W m a�E) Z- C) N O 3Ecch (� N T a) a) W V Cj ' co a) C, N 0 m< a-, 0 Senl!Sa 69:9 L-LZ-90-9ZOZ 6MP'3O1 LiAS3 00-LEZ L L\atlZ) b0\nS\L hea;uoOZb:l ZZOZ-00-LEZ L L\gPOMla0d AI!D\SIOafoad\NXl\eleP\ou!a6Q\\ W:/:11-3 I iV_11Y m N O r; N O L6 N 0 N LEGAL DESCRIPTION BEING, all of that 0.079 acre (3,445 square foot) tract of land situated in the Thomas McCanne Survey, Abstract Number 1, City of Fort Worth, Tarrant County, Texas; being part of that tract of land described in General Warranty Deed to Fort Worth Independent School District as recorded in Volume 15410, Page 60 of the Deed Records of Tarrant County, Texas; being part of Lot 6R1, Block 32R, Seminary Hill Addition, an addition to the City of Fort Worth as recorded in Cabinet A, Slide 8040 of the Plat Records of Tarrant County, Texas; said 0.079 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING, at a 1/2-inch iron rod with "EAGLE SURVEYING' cap found at a northeast corner of said Lot 6R1; said point being in the east line of Lot 6R, Block 32, Seminary Hill Addition, an addition to the City of Fort Worth as recorded in Volume 388-168, Page 56 of said Plat Records; said point being in the west right-of-way line of Stanley Avenue (60-foot right-of-way); THENCE, South 00 degrees 46 minutes 50 seconds East, along the west line of said Stanley Avenue, a distance of 36.46 feet to a reentrant corner in the north line of said Lot 6R1; THENCE, North 89 degrees 13 minutes 10 seconds East, along a north line of said Lot 6R1, a distance of 3.50 feet to a point for corner in the west line of a 15-foot Utility Easement dedicated by said plat recorded in Cabinet A, Page 8040 of said Plat Records; THENCE, South 00 degrees 48 minutes 03 seconds East, departing a north line of said Lot 6R1, along the west line of said 15-foot Utility Easement, a distance of 117.26 feet to a point for corner; THENCE, South 89 degrees 13 minutes 10 seconds West, departing the west line of said 15-foot Utility Easement, a distance of 22.99 feet to a point for corner; THENCE, North 00 degrees 51 minutes 56 seconds West, a distance of 156.19 feet to a point for corner in a north line of said Lot 6R1; from said point a 1/2-inch rod with "LANDES AND ASSOC." cap found bears Nort 83 degrees 38 minutes 25 seconds West, a distance of 77.16 feet; THENCE, South 83 degrees 38 minutes 25 seconds East, a distance of 19.84 feet to the POINT OF BEGINNING and containing an area of 0.079 acres or 3,445 square feet of land, more or less. NOTES: A survey plat of even survey date accompanies this legal description Bearing system for this survey is based on the North American Datum of 1983, NA2011 (Epoch 2010.00), Texas State Plane Coordinate System, North Central Zone (4202) with an applied combined scale factor of 1.00012. Distances and areas shown are surface values in U.S. Survey Feet. This survey was performed without the benefit of a title report. There may be easements and/or covenants affecting the subject property that are not shown hereon. Rene Silvas RPLS No. 5921 4/25/2025 BGE, Inc. 777 Main Street, Suite 1900, Fort Worth, TX 76102 Tel:817-887-6130 - www.bgeinc.com TBPELS Registration No. 10106500 Copydght 2025 0 00000000000000 REND SILVAS •••••••••••••• o„ 5921 Rv TEMPORARY CONSTRUCTION EASEMENT CPN 104150 2022 BOND YEAR 2 - CONTRACT 7 TEMPORARY CONSTRUCTION EASEMENT NO. 3 BEING PART OF LOT 6R1, BLOCK 32, SEMINARY HILL ADDITION SITUATED IN THE THOMAS McCANNE SURVEY, ABSTRACT NO. 1, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS APRIL 2025 SHEET 1 OF 2 m i 00 N N 0 N O N EXHIBIT "A" EASEMENT LOCATION I LINE TABLE NUMBER BEARING DISTANCE LU L1 S 00'46'50" E 36.46' = PARCEL MAP I Z L2 N 89.13'10" E 3.50' (NOT TO SCALE) III L3 S 00'48'03" E 117.26' L4 S 89' 13' 10" W 22.99' Q PART OF LOT 6R, BLOCK 32 o I L5 IN00.51'56" W 156.19' SEMINARY HILL ADDITION �- Ls s 6338'25" E lssa' (VOL. 388-168, PG. 56) LLJ o P.R.T.C.T. J Z 1/2-INCH IRON ROD W/ I Q *LANDES AND ASSOC" LOT 1 R, BLOCK 31 CAP FOUND I C SEMINARY HILL ADDITION I 1/2-INCH IRON ROD W/ "EAGLE (CAB. B, PG. 664) SURVEYING" CAP P.R.T.C.T. — — — — — — — I — _FOUND P.O.B. PUBLIC OPEN N 83'38'25 I-s W 77.16' SPACE ESMT. 15' ACCESS EASEMENT (CAB. B, PG. 664) (CAB. B, PG. 664) P.R.T.C.T. P.R.T.C.T. 55' DRAINAGE EASEMENT L— — — — — — — — - (VOL. 388-168, PG. 56) P.R.T.C.T. J DRAINAGE & FLOODWAY EASEMENT _ (CAB. A, SL. 8040) P.R.T.C.T. PART OF LOT 11 SEMINARY HILL ADDITION (VOL. 310, PG. 45) P.R.T.C.T. — — Thomas McCanne Survey 5037 TOWNSEND DRI Abstract No. 1 LOT 6R1, BLOCK 32R W) I TEMPORARY SEMINARY HILL ADDITION J (CAB. A, SL. 8040) i CONSTRUCTION PART OF LOT 12 P.R.T.C.T. EASEMENT FORT WORTH INDEPENDENT 0.079 ACRES SCHOOL DISTRICT I (3,445 SO. FT.) — — — (VOL. 15410, PG. 60) I D.R.T.C.T. 15' UTILITY EASEMENT — — — — — — — — — — — (CAB. A, PG. 8040) L ——P.R.T.C.T.— _ _ _ _ _ _ 10' UTILITY EASEMENT L4 I �I (CAB. A, PG. 8040) J NOTES: P.R.T.C.T. I r----------- I A legal description of even survey date accompanies this survey plat. 0 20 40 Bearing system for this survey is based on the North American Datum of 1983, NA2011 (Epoch 2010.00), Texas State Plane Coordinate System, SCALE: 1" = 40' North Central Zone (4202) with an applied combined scale factor of 1.00012. Distances and areas shown are surface values in U.S. Survey Feet. J This survey was performed without the benefit of a title report. There may TEMPORARY CONSTRUCTION EASEMENT be easements and/or covenants affecting the subject property that are not CPN 104150 2022 BOND YEAR 2 - CONTRACT 7 shown hereon. TEMPORARY CONSTRUCTION EASEMENT NO. 3 BEING PART OF LOT 6R1, BLOCK 32, SEMINARY HILL ADDITION BGE, Inc. SITUATED IN THE � 777 Main Street, Suite 1900, Fort Worth, TX 76102 THOMAS McCANNE SURVEY, ABSTRACT NO. 1, Tel: 817-887-6130 • www.bgeinc.com CITY OF FORT WORTH, TARRANT COUNTY, TEXAS T S TBPELS Registration No. 10106500 APRIL 2025 Copynght2025 SHEET 2 OF 2 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Project Name: 2022 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project Number: 104150 Revised July 1, 2011 § gCL ( \ §j 2\ L: : / ] § } @«2 f\!{ e > . ##£#2 §�\\ � °{{«« a16 Foboo !//a \| //\}\ & !! $LO k - ;/q«# .g� 2 a; \jj(\ R �} U a%;5G _ f5� % 0 4- 5 !7 § � ƒ ƒ §0 @ o | / ) 7 !. � 0 x ƒ)))) E ) + !|! E 3(!2f ocm°e _ { z<»< E ) |^!} � 3 - m 000 0 Q |)! (\ §])§\ § {}{ ] §r7 co m co ° �(� »=(k\ ! §§ {t m co �0 #\&G ,«!e §%/\ / )kk | FORT WORTH. Project: CPN# 104150 Date Tested: 4/19/23 — 5/4/23 Requested by: Greg Robbins City of Fort Worth Capital Delivery Division/Soil Lab 920 Woodward Street Fort Worth, Texas 76107 Laboratory Test Results for 2022 Bond Year 2 Contract 7 Coring Project 5/4/2023 Phone: 817-392-7920 This report presents the results of a street coring project for CPN #104150. Mr. Stephen Overton and Mr. Daniel Wright performed the cores, and Mr. Zelalem Arega reviewed and approved the results. Wayside Avenue (W. Boyce Avenue to Gambrell Street) HOLE # 1 LOCATION: 4545 Wayside Avenue (E/4) 6.75" HMAC 8.50" Concrete (6022 PSI) 1.75" Crushed limestone HOLE # 2 LOCATION: 4514 Wayside Avenue (W/4) 5.00" HMAC 11.00" Crushed limestone Martin Lydon Avenue (Townsend Drive to James Avenue) HOLE # 1 LOCATION: 120' East of Townsend Drive (E/4) 2.25" HMAC 13.75" Brown clayey sand, gravel and limestone (Base material) HOLE # 2 LOCATION: 1817 Martin Lydon Avenue (W/4) 2.00" HMAC 14.00" Brown clayey sand with gravel and limestone (Base material) 2022 Bond Year 2 Contract 7 City Project No. 104150 Page 1 of 8 FORT WORTH. City of Fort Worth Capital Delivery Division/Soil Lab 920 Woodward Street Fort Worth, Texas 76107 HOLE # 3 LOCATION: 120' East of Stanley Avenue (E/4) 2.00" HMAC 11.00" Brown clayey sand with gravel and limestone (Base material) 3.00" Brown sandy clay (LL- 58, PL-17, PI- 41) `I W. Boyce Avenue f (McCart Avenue to East Dead End) HOLE # 1 LOCATION: 2313 W. Boyce Avenue (E/4) 8.50" HMAC 5.50" Brown clayey sand and gravel (Base material) 2.00" Brown sandy clay with gravel (LL- 38, PL- 15, PI- 23) Yates Street (West Dead End to James Avenue) HOLE # 1 LOCATION: 175' West of James Avenue (E/4) 3.00" HMAC 6.00" Brown clayey sand with gravel and limestone (Base material) 7.00" Greyish brown sandy clay (LL- 59, PL-17, PI- 42) HOLE # 2 LOCATION: 140' West of Stanley Avenue (W/4) 6.00" HMAC 6.50" Brown clayey sand with gravel and limestone (Base material) 3.50" HMAC with brown sandy clay mixed. HOLE # 3 LOCATION: 1903 Yates Street (E/4) 13.00" HMAC 3.00" Limestone with dark brown clay Phone: 817-392-7920 2022 Bond Year 2 Contract 7 City Project No. 104150 Page 2 of 8 FORT WORTH. City of Fort Worth Capital Delivery Division/Soil Lab 920 Woodward Street Fort Worth, Texas 76107 HOLE # 4 LOCATION: 70' West of Townsend Drive (W/4) 10.00" HMAC 6.00" Brown clay with limestone (LL- 46, PL- 16, PI- 30) Cherokee Trail (W. Seminary Drive to Gambrell Street) HOLE # 1 LOCATION: 4300 Cherokee Trail (S/4) 3.00" HMAC 8.00" Brown clayey sand with gravel and limestone (Base material) 5.00" Dark brown clay (LL- 77, PL- 26, PI- 51) HOLE # 2 LOCATION: 4409 Cherokee Trail (N/4) 3.00" HMAC 7.00" Brown clayey sand with gravel and limestone (Base material) 6.00" Reddish brown sand HOLE # 3 LOCATION: 4429 Cherokee Trail (S/4) 3.25" HMAC 8.00" Brown clayey sand with gravel and limestone (Base material) 3.75" Red brown clayey sand with limestone 1.00" Dark brown clay Seminary Drive (155' East of Rector Avenue to 315' west) HOLE #1 LOCATION: 10' East of Rector Avenue (E/4) 7.00" HMAC 5.00" Brown clayey sand with gravel and limestone (Base material) 4.00" Dark brown clay (LL- 61, PL- 24, PI- 37) Rector Avenue Flu --M (W. Seminary Drive to Gambrell Street) Phone: 817-392-7920 2022 Bond Year 2 Contract 7 City Project No. 104150 Page 3 of 8 FORT WORTH. City of Fort Worth Capital Delivery Division/Soil Lab 920 Woodward Street Fort Worth, Texas 76107 HOLE # 1 LOCATION: 4420 Rector Avenue (S/4) 1.75" HMAC 7.25" Brown clayey sand with gravel and limestone (Base material) 7.00" Greyish brown clay with limestone (LL- 54, PL- 22, PI- 32) HOLE # 2 LOCATION: 4405 Rector Avenue (N/4) 1.00" HMAC 5.00" Brown clayey sand with gravel and limestone (Base material) 10.00" Dark brown clay (LL- 72, PL- 24, PI- 48) HOLE # 3 LOCATION: 4308 Rector Avenue (S/4) 1.00" HMAC 9.00" Brown clayey sand with gravel and limestone (Base material) 6.00" Dark brown clay Cockrell Avenue r"awomw (W. Seminary Drive to Morrell Street) HOLE # 1 LOCATION: 4304 Cockrell Avenue (S/4) 3.75" HMAC 7.25" Brown clayey sand with gravel and limestone (Base material) 5.00" Brown clay with limestone (LL- 47, PL-18, PI- 29) HOLE # 2 LOCATION: 4329 Cockrell Avenue (N/4) 3.00" HMAC 8.00" Brown clayey sand with gravel and limestone (Base material) 5.00" Dark brown clay (LL- 62, PL- 21, PI- 41) Phone: 817-392-7920 2022 Bond Year 2 Contract 7 City Project No. 104150 Page 4 of 8 FORT WORTH. City of Fort Worth Capital Delivery Division/Soil Lab 920 Woodward Street Fort Worth, Texas 76107 HOLE # 3 LOCATION: 4429 Cockrell Avenue (S/4) 5.00" HMAC 7.00" Brown clayey sand with gravel and limestone (Base material) 4.00" Brown clay with limestone HOLE # 4 LOCATION: 4505 Cockrell Avenue (N/4) 8.50" HMAC 5.50" Brown clayey sand with gravel and limestone (Base material) 2.00" Brown clay with limestone Spurgeon Street (Frazier Avenue to Stanley Avenue) HOLE # 1 LOCATION: 90' East of Frazier Avenue (E/4) 6.50" HMAC 4.50" Concrete (Broken) 2.00" Brown sandy clay with limestone 3.00" Dark brown clay (LL- 77, PL- 24, PI- 53) HOLE # 2 LOCATION: 150' East of Townsend Drive (W/4) 8.50" HMAC 7.50" Brown clayey sand with limestone (LL- 24, PL- 12, Pi- 12) HOLE # 3 LOCATION: 165' East of Stanley Avenue (E/4) 7.00" HMAC 7.00" Brown clayey sand with gravel and limestone (Base material) 2.00" Dark brown clay Stanley Avenue ■ (Martin Lydon Avenue to South Dead End) Mi Phone: 817-392-7920 2022 Bond Year 2 Contract 7 City Project No. 104150 Page 5 of 8 FORT WORTH. City of Fort Worth Capital Delivery Division/Soil Lab 920 Woodward Street Fort Worth, Texas 76107 HOLE # 1 LOCATION: 4904 Stanley Avenue (S/4) 2.25" HMAC 12.75" Brown clayey sand with gravel and limestone (Base material) 1.00" Light brown sandy clay with limestone HOLE # 2 LOCATION: 4929 Stanley Avenue (N/4) 2.25" HMAC 13.75" Brown clayey sand with gravel and limestone (Base material) HOLE # 3 LOCATION: 5004 Stanley Avenue (S/4) 11.00" HMAC 5.00" Reddish brown sandy clay (LL- 63, PL- 27, PI- 36) HOLE # 4 LOCATION: 5020 Stanley Avenue (N/4) 2.50" HMAC 8.50" Brown clayey sand with gravel and limestone (Base material) 5.00" Brown sandy clay (LL- 71, PL- 25, PI- 46) Townsend Drive VW(Yates Street to Southcrest Drive) HOLE # 1 LOCATION: 5009 Townsend Drive (N/4) 3.25" HMAC 6.00" Limestone 6.75" Dark brown clay with limestone (LL- 64, PL- 22, PI- 42) HOLE # 2 LOCATION: 5024 Townsend Drive (S/4) 5.50" HMAC 3.00" Brown clayey sand with gravel and limestone (Base material) 7.50" Dark brown clay (LL- 67, PL- 22, PI- 45) Phone: 817-392-7920 2022 Bond Year 2 Contract 7 City Project No. 104150 Page 6 of 8 FORT WORTH. City of Fort Worth Capital Delivery Division/Soil Lab 920 Woodward Street Fort Worth, Texas 76107 HOLE # 3 LOCATION: 225' North of Southcrest Drive (N/4) 5.50" HMAC 5.50" Brown sandy clay with limestone 5.00" Brown sandy clay with limestone (LL- 61, PL- 25, PI- 36) 7 `IJ? Gordon Avenue f (W. Spurgeon Street to South Dead End) HOLE # 1 LOCATION: 4700 Gordon Avenue (S/4) 1.75" HMAC 6.25" Base material (Brown clayey sand with limestone) 8.00" Brown/Pale brown sandy clay with limestone (LL- 30, PL- 18, PI- 12) HOLE # 2 LOCATION: 250' North of Fuller Avenue (N/4) 1.50" HMAC 7.50" Base material (Brown clayey sand with limestone) 7.00" Brown/Pale brown sandy clay with limestone HOLE # 3 LOCATION: 4811 Gordon Avenue (S/4) 1.50" HMAC 4.00" Base material (Crushed limestone, HMAC pieces, and sand) 7.50" Brown sandy clay with limestone 4.00" Brown/Pale brown sandy clay with limestone HOLE # 4 LOCATION: 4837 Gordon Avenue (N/4) 0.25" HMAC 7.75" Base material (Brown clayey sand with limestone) 8.00" Brown sandy clay with limestone (LL- 38, PL-16, PI- 22) Phone: 817-392-7920 2022 Bond Year 2 Contract 7 City Project No. 104150 Page 7 of 8 FORT WORTH. City of Fort Worth Capital Delivery Division/Soil Lab 920 Woodward Street Fort Worth, Texas 76107 HOLE # 5 LOCATION: 4908 Gordon Avenue (S/4) 2.50" HMAC 3.00" Base material (Greyish brown limestone with clay) 5.50" Base material (Brown clayey sand with limestone) 5.00" Brown sandy clay (LL- 58, PL- 20, PI- 38) HOLE # 6 LOCATION: 4929 Gordon Avenue (N/4) 2.50" HMAC 6.50" Base material (Brown clayey sand with limestone) 7.00" Dark brown sandy clay (LL- 68, PL- 22, PI- 46) HOLE # 7 LOCATION: 5008 Gordon Avenue (S/4) 0.25" HMAC 5.75" Base material (Brown clayey sand with limestone) 10.00" Dark brown sandy clay Phone: 817-392-7920 2022 Bond Year 2 Contract 7 City Project No. 104150 Page 8 of 8 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 Bond Year 2 Contract 7 Revised July 1, 2011 City Project No. 104150 2CL ( / §\ 2\ L: : / ( - / k \ �«%«« )%Lju ){f{{ §\ u. 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O U GC-6.06 D — Small Business Utilization Form THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September I, 2025 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2022 Bond Year 2 Contract 7 Revised July 1, 2011 City Project No. 104150 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. 2022 Bond Year 2 Contract 7 Page 1 of 1 City Project No. 104150 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O22 Bond Year 2 Contract 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104150 Revised September I, 2025 PLEASE TYPE APPLICATION FOR FLOODPLAIN DEVELOPMENT PERMIT Name of Owner or Applicant City of Fort Worth Address of Owner 200 Texas Street Fort Worth, Texas 76102 Location of Permit Area (Address or Legal Description) 5037 Townsend Drive Fort Worth, Texas 76115 Date 08/22/2024 Telephone No. 817-392-5536 Nearest Stream Greenbriar Creek PURPOSE OF REQUEST: ❑Excavation ❑Filling ❑Dredging or Mining Permit No. FDP-24-00164 Office Use Only ❑ Approved ❑ Approved With ❑Denied** Conditions` 9.12.24 Date Out: 9.25.24 „, ra DS Approved By: Nolan Schomer e �9z5` �sy moo ❑✓ Utility Construction ❑ Building Permit ❑ Grading ❑ Paving ❑ Drilling Operations ❑ Other BRIEF DESCRIPTION OF PROPOSAL (Attach separate sheet if needed) Replacement of existing sanitary sewer beneath Greenbriar Creek. Replacement will be in same assignment. COMPLETE APPLICABLE QUESTIONS: 1. Total drainage area of watercourse 900 acres. 2. Regulatory flood elev. 717 ❑ Not available. 3. Has site previously flooded? ❑✓ Yes ❑ No 4. Is site subject to flooding? ❑✓ Yes ❑ No 5. Is safe access available during times of flood? ❑✓ Yes ❑ No ❑ Unknown 6. Is the proposal within the designated floodway? ✓❑ Yes ❑ No ❑Unknown 7. Have all necessary prior approval permits been obtained from federal, state or local governmental agencies?o None Required ❑Yes ❑No (If no, explain; if yes, provide copies of approval letters or permits.) ATTACH THE FOLLOWING IF APPLICABLE: 1. Two (2) sets scale drawings showing location, dimensions, elevations of existing and proposed topographic alterations, existing and proposed structures, location relative to floodplain area. 2. Extent to which watercourse or natural drainage will be altered or relocated. 3. Supporting hydraulic calculations, reports, etc., used as a basis for proposed improvements. 4. Lowest floor elevation (including basement) of all proposed structures. 5. Elevation to which any non-residential structure shall be flood proofed. 6. Certification by registered professional engineer or architect that flood proofing criteria are met as set forth in Section 7-347, Sub -Section b, Ordinance No. 1199A DURING THE OCCURRENCE OF A 100-YEAR FREQUENCY FLOOD WILL THE Info. Not PROPOSAL: Yes No Available 1. Reduce capacity of channels/floodwa s/watercourse in flood lain area? ❑ ❑✓ ❑ 2. Measurably increase flood flows/heights/damage on off -site properties? ❑ ❑✓ ❑ 3. Individually or combined with other existing or anticipated development expose adjacent ElElproperties to adverse flood effects? 4. Increase velocities/volumes of flood waters sufficiently to create significant erosion of ❑ ❑✓ ❑ flood lain soils on subject property or adjacent property u pstream/downstream? 5. Encroach on floodway causing increase in flood levels? ❑ ❑✓ ❑ 6. Provide compensatory storage for any measurable loss of flood storage capacity? ❑ 1 ❑✓ ❑ Project Name: 2022 Bond Year 2 Contract 7 City Project Number: 104150 FLOODPLAIN DEVELOPMENT PERMIT The City of Fort Worth's Floodplain Permit Program is authorized by Section 7-318 of City Ordinance No. 11998, adopted June 13, 1995. This permit is required for all development taking place within the area of the 100-year floodplain (special flood hazard areas) as shown on the current Flood Insurance Rate Maps and Flood Boundary-Floodway Maps, published by the Federal Emergency Management Agency (FEMA). These maps are available for public inspection in the Engineering Department, Municipal Building, 1000 Throckmorton Street. Failure to obtain a Floodplain Development Permit or violating other provisions of City Ordinance No. 11998 or the conditions described within the permit constitutes a misdemeanor and upon conviction, a person, firm, or corporation could be fined up to one thousand dollars ($1,000) a day for each day that the violation occurs. I understand that the conditions which may be stated for permit approval or the provisions of City Ordinance No. 11998 may be superseded by other provisions of City code or policies. I further understand that this Floodplain Development Permit does not constitute final approval until all development requirements placed on the property have been met. These requirements include, but are not limited to, City construction plan approval, platting and community facilities agreements. This proposal shall be subject to any change in floodplain development policy at the actual time of development. Application is hereby made for a permit to authorize the activities described herein. I hereby certify that I am familiar with the information contained on this application and to the best of my knowledge such information is true and accurate. I further certify that I possess the authority to undertake the proposed activity. I understand that if my application is denied, I have sixty (60) days from the date of such denial to appeal the adverse action to the City Plan Commission. , d Signature dffApplicant or Authorized Agent OFFICE USE ONLY FLOODPLAIN AREA DEFINED BY: RIFEMA ❑ COE ❑ FLOOD STUDIES ❑ HIGH WATERMARKS []OTHER FEMA INS. ZONE AE FEMA MAP NO. 48439CO315L FLOOD ELEV. varies GROUND ELEV. varies FLOOD PLAIN STUDY PLATE NO. FLOOD ELEV. CONDITIONS FOR APPROVAL* OR REASONS FOR DENIAL** *Site will be returned to original grade upon completion of the project. Excess spoils will be removed from the floodplain. THIS PERMIT SHALL EXPIRE TWO YEARS FROM THE DATE OUT ON PAGE 1 ABOVE Project Name: 2022 Bond Year 2 Contract 7 City Project Number: 104150 Q - > �, s y —�S.uffolk Dry d • W Dry Semmarry i" a rT t 1 ^ t W Garnbrell St N fD Serr W Fuller Awe D t j IT -T-e-1111 y" W Mason St �i W B'le Jt• `fix W Bolt St' - rs Rosemont a i Seminary Dr x,: I { = Z,x Ica v L 1 ••4 �`�J lb — i `j�E ,•ra W'Broadus AvID e' 1 rr�"t r;a D IW.Bedd'ell Si' y p Hammond Si mart' tr MD.-y'r!° a u. ,,, 1 4 �����rl•yrt�a�e ►� �. 71AURMA . S � 2 0 T'n� •-- Greenbrier` a y. Sharlie ondP 1X0 nl •., Nord -Green ar e >r y� I� m' r• — .ate.,_ __ . P California e _ _ P • i ID. Edgeclifff-Ra' } •��: U Project Location r� + $S t Ad, 'Ail � �1 _ $ o York Dr d k s'� 11 f` EdgecllfN Feet V I ge- d BGE, Inc. 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MAP Ft�00 D! �Qmom,�m e 3 tir"n U viU U� Um L FORT WORTH,: CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 11-6-24 Approval Spec No. Classsiftcation I Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/161 07/23/97 3305 13 Urethane Hydrophilic Waterstop Asahi Kogyo KK Adeka Ultra -Seal P-201 ASTM D2240/D412/D792 04/26/00 33 05 13 Offset Joint for V Diana. MH Hanson Concrete Products Drawin No. 35-0048-001 04/26/00 330513 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Co 2504G Gasket ASTM C-443/C-361 SS MH 1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, lie HDPE Adjustment Ping 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) 1/26/99 1 33 39 13 lFibuglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non -traffic area 08/30/06 1 33 39 13 Fiber lass Manhole L. F. Man ifacturin Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectanodar 33-05-13 (Rev 2/3/16) 3305 13 jManhocFr=csaadCavars Western Iron Works, Bass & Hays Found 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) 33 05 13 Manhole Framcs and Covers Western Iron Works, Bass & Has Foundry 30024 24" Dia. 33 05 13 Manhole Frames and Covers McKinlcv Iron Works Inc. A 24 AM 24" Dia. 08/24/ 18 33 05 13 Manhole Frames and Covers Neenah Foundry 314272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 3305 13 Manhole Frames and Covers Sigma Corporation MH-144N 3305 13 Manhole Frames and Covers Sigma Corporation MH-143N 3305 13 Manhole Framcs. and Covers Pont-A-Mousson GTS-STD 24" dia. 3305 13 Manhole Frames and Covers Neenah Casting 24" di.. 10/31/06 3305 13 Manhole Frames and Covers (Hinged) Powerseal Mn ed Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pi clines Pamrex/rexus) RE32-RSFS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works VI 432-2 and V 1483 Designs AASHTO M306-04 30" Dia. 11/02/10 3305 13 30" Dia, MH Ring and Cover Sigma Corporation MH165IFWN & MH16502 30" Dia 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia 08/10/11 33 05 13 30" Dia, MH Ring and Cover Acencast 220700 Heavy Duty with Gasket Ping 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-C—ket ASSHTO M105 & ASTM A536 30" Dia 06/01/17 3405 13 30" Dia. MH Ring and Cover (Lockable) CI SIP Industries 2280 32" ASTM A 48 30" Dia. 12/05/23 1 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 4267WT - Hinged 32") ASTM A 48 30" Dia. 09/16/19 33 05 13 10" Dia. MH Ping and Cover Composite Access Products- L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Hin 30" Dia. 10/07/21 1 1405 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-OS-13 (Rev 2/3/16) 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamti ht 24" Dia. 33 115 13 ManholC Frames and Covers Neenah Casting 24" Dia. 33 05 13 Manhole Frames and Covers Western Iron Works,Bsss & Ha s Foundry 300-24P 24" Dia. 3305 13 Manhole Frames and Covers McKinley it. Works Inc. WPA24AM 24" Dia. 03/09/00 33 03 13 Manhole rate. and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 33 05 13 Manhole plumes and Covers SIP Serum re Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/131 33 39 10 Manhole, Precast Concrete Hydro Conduit CorpSPL Item ft49 ASTM C 478 48" 3339 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C443 48" 09/23/96 3339 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cane ASTM C 478 48" w/32" cone 12/0523 33 39 10 Manhole, Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 09/0324 33 39 10 Manhole, Precast Concrete Oldrzstle Precast Inc. Manhole. _Opening an at top,(7o Transition Cones) ASTM C 478 48" to 94" I.D. 06/09/10 33 39 10 Manhole, Precast Reinforced PolymatConcrete US Composite Pie Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 39 20 Manhole, Precast Concrete Forterm 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 rc132" Cone ASTM C-77 41" 10/07/21 33 39 20 Manhole. Precast (Reinforced Pol er) Conerete Armormk 49" & 60" I.D. Manhole w/32" Conc 48" & 60" 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Geneva Pipe and Precast redl Systems) 48" & 60" I.D. Manhole w/32' Cone 48" & 60" Non Traffic Areas 03/07/23 33 3920 Manhole, Precast Concrete AmeriTex Pipe and Products. LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C 478; ASTM C-923; ASTM C-443 03/07/23 33 39 20 Manhole, Precast Reinforced Pot er) Concrete P3 PoI ers, RoekHardsc 48" & 60" T.D. Manhole w/32" Cone 04/28/07 Manhole. Precast (Reinforced Po'er) Concrete Amitech USA Moyer P.1yenct. Pipe Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 For use when Sid. MH carrot be Wastewater Access Chamber Quickstreson Solutions. Inc. Type 8 Maintenace Shaft Poo it installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious E1-14 Manhole Rehab Systerns Quadex 04/23/01 E1-14 Manhole Rehab. System Standard Cement Materials, Inc. Refiner MSP EI-14 Manhole Rehab Systems AP/M Permaform 4/20/01 E1-14 Manhole Rehab System Strong Cornpany Strong Seal MS2A Rehab Systern 5/12/03 E1-14 Manhole Rehab S ern (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5913 09/30/06 General Concrete Repair FlexKrete Techrid 'es Vinyl Polyester Repair Product Mise. Use 20n Bond Yaa 2 Cavn=t 7 Cay th pd No. 104150 " From Original Standard Products List FORT WORTH,: CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 11-6-24 Approval Spec No. 0asssitication I Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Spraying. Spray Wall Polymethane, Coating ASTM D639/D790 12/14/01 Coating for Corrosion rowtion(Exterior) ERTECH Series 20230 and 2100 (As hatic Emulsion) Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, Sl, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 03/19/18 33 OS 16, 33 39 10. 33 39 20 Coatin for Corrosion rotection Exterior) Sherwin Williams RR&C Damppruofng Non-Fibered Spray Grade As hatic Emulsion) For Exterior Coating of Concrete StrucNres Onl Water & Sewer - Manhole Inserts - Field Operations Use Onl ev 2/3/16 3305 13 Manbolc Insert I Knutson Enterprises Made to Order - Plastic ASTM D 1249 For 24" dia. 33 05 13 Manhole Insert I South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 13 Manhole Insert N.11 -Inflow Made to Order - Plastic ASTM D 1249 For 24" dia. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. LikSaver - Stainless Steel For 24" dia. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/131 11/04/02 Steel Band Casing Spacers Advanced Products and Systems. Inc. Carbon Steel Spacers, Model S1 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 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casio Spacers Pipeline Seal and Insulator Coated Steel Casing Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerscal 4810 Po—rchock Up to 48" 03/19/l8 ICasing Spacers BWM SS-I2 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 3305 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 09/03/24 33 05 13 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. AWWA C150, C151 3" thru 24" 08/24/18 33 11 10. Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" [lira 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 4" thru 30" ° 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co.. AW WA C 150, C151 * 33 11 10 Ductile Iron Pipe Mcwane Cast Iron. Pipe Co. AW WA C 150. C 151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - COatings/EDOXV 33-39-60 (01/08/13) 02/25/02 E x Linin S tem Sauereisen, Inc Se—C—d 21ORS LA Count 9210-133 12/14/01 E xyLiningSyst= Ertech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pie Coating Induron Protean 401 ASTM B-I 17 Ductile Iron Pine Only 01/31/06 Coatin s for Corrosion Protection Chesterton Arc 791, SIHB, 51, S2 Acid Resistance Test Sewer Applications 8/29/2006 Coatin s for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 1 33-31-70 lAir Release Valve A,R.I. USA, Inc. D025LTP02 Cmn osite Body) 2" Sewer -Pipes/Concrete E1-04 Cone. Pipe Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 Conc. Pi e, Reinforced Hydro Conduit Corporation Class 1H T&G, SPL Item #77 ASTM C 76 EI-04 Conc. Pi e, Reinforced Hanson Concrete Products ASTM C 76 EI-04 lConc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer -Pipe Enlargment System (Method)33-31-23 (01/18/13) PIM S tern PIM Corporation Pol etitlone PIM Co ., Piscata Wa . N.J. A roved Previml McConnell S terns McLat Construction Pol th a Houston. Texas A roved Previousl TRS Systems Trenchless Replacement System P.1 tita Cal a , Canada Approved Previousl Sewer - Pipe/Fiberglass Reinforced/ 33-31-13(1/8/13) 7/21197 3331 13 Cent. Cast Fiberglassg (FRP) Hobas Pipe USA, Inc. Hoban Pie on -Pressure ASTM D3262/D3754 03/22/10 3331 13 Fiberglass Pie (FRP) Ameron Bondstrand RPMP Pie ASTM D32621D3754 04/09/21 33 31 13 Glass -Fiber Reinforced P.1yrner Pi (FRP) Thompson Pipe Grow Thom son Pipe (Flowtite) ASTM D3262/D3754 03/07/23 33 31 13 Fiberglass Pipe (FRP) Future Pipe Industries FiberstpRP rong ASTM D3262. ASTM D3681, ASTM D4161, A W WA M45 09/03/24 33 31 13 Fiberglass Pipe (FRP) Superlit Rom Sanayi A.S. Superlit FRP ASTM D3262, ASTM D3517, ASTM 3754, AW WA C950 " From Original Standard Products List 2M CityBo Pr - o amet 7 FORT WORTH,: CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 11-6-24 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer - Pipe/Polymer Pipe 4/14/05 Pol cr Modified Concrete Pie Amitech USA Me r Mycocte Pie ASTM C33. A276. F477 8" to 102". Class V 06/09/10 EI-9 lReinferced Polyrner Concrete Pie US Composite Pie Reinforced Polymer Concrete Pie ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) Ifigh-density polyethylene pirse Phillips Drisc i e. Inc. O ticore Ductile Pol eth len. Pie ASTM D 1248 8" High-d—ity ptythytcnc pip. Plexco Inc. ASTM D 1248 8" ffigh-density Polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8" Fligh-density polyethylene pipe CSR Hydro, Conduit/Pipeline Systeras McConnell Pipe Enlargement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 1 33-11-12 DR-14 PVC Pressure Pipe IPipclif: Jetancam IPVC Pressure Pipe AW WA C900 4" thru 12" 10/22/14 1 33-11-12 DR-14 PVC Pressure Pipe IRoyal Building Products I Royal Seal PVC Pressure Pipe AW WA C900 4" thou 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) ASTMM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pie Diamond Plastics Corporation SDR-26 (PSI IS) ASTM D 3034 4" thou 15" 33-31-20 PVC Sewer Pie Lamson V lon Pipa, SDR-26 (PSI 15) ASTM D 30-14 4" thm 15" 12/05/23 33-31-20 PVC Sewer Pie Vin lteeb PVC Pie SDR-26 (PSI 15) ASTM D3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pie Vin !tech PVC Pie Gravit Sewer PS I t5 ASTM F 679 18" 33-31-20 PVC Sewer Pie J-M Manufacturin Co, Inc. JM Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 IPVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 49' 04/27/06 33-31-20 PVC Sewer Fittings Harm SDR-26 PS 115) Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" * 33-31-20 PVC Sewer Fittings Plastic Trends, Ina(Westlake) Gasketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 31 20 PVC Sewer Pie Pi life Jet Stream SDR 26 PS I15 ASTM F679 3/19/2018 33 3120 PVC. Sewer Pie Pi .life Jet Stream SDR 26 ASTM D3034 4"- 11" 329/2019 33 31 20 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pie NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 1022/2020 33 31 20 PVC Sewer Pie Sanderson Pip. Corp. SDR 26 ASTM D3034 4"- IS" ]0/2V20M 33 31 20 PVC Sewer Pie NAPCO(Wes[lake) SDR 26 PS I IS ASTM P-679 18"-36" 2ozzeooa Y-2 Ca— 7 City Plimt No. IN150 * From Original Standard Products List FORT WORTH,: CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 11-6-24 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Appurtenances 33-12-10 (07/01/13) 09/03/24 33-12-10 Double Strap Saddle Ford Meter Box Co., Inc. 202B 1 "-2" SVC. up to 16" Pipe 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 New #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 I"-2" SVC. up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerscal 3450AS, IneL Corp. Stop. Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/97 Curb Stops -Ball Meter Valves McDonald 6100M,6IOOMT & 61OMT 3/4" and 1" 10/21/87 Curb Stops -Ball Meter Valves McDonald 4603B. 4604B, 6100M, 610OTM and 6101M PA" and 2" 5/25/2019 33-1240 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 1 33-12.10 Curb Stops -Ball Meter Valves Ford meter Bux Co., Inc. FB600-&NL, FB160O.&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 Box Co.. Inc. FB6004-NL, FB1600-4-NL, B11-444-WR- NL. B22444-WR-NL, L28-44NL AWWA C800 I" 5/25/2018 33-12-10 Curb Sto s-Ball Meter Valves Mueller Co.. Ltd. B-25000N, B-24277N-3, B-2020ON-3, H- 15000N. , H-1552N, H142276N AWWA C800. ANSF 61, ANSUNSF 372 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-2020ON-3, B-24277N-3,11- 15000N, H-14276N, H-15525N AW WA C800. ANSF 61. ANSUNSF 372 1-1/2" 5/25/2018 1 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-2020ON-3,H-15000N, H- 1553ON AWWA C800, ANSF 61, ANSUNSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries. Ina #406 Double Band SS Saddle I"-P' 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 3342-25 Tapping Sleeve Coated or Stainless Steep JCM Industries. Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pip. Duty 05/10/11 Tapping Slave (Stainless Steep Powerscal 3490AS (Flange) & 3490MJ 4"-8"and 16" 02/29/12 3342-25 Tapping Me— (Coated Steep 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 Tapping Sleeve 'Stainless Steel Romac SST Ill Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Re air Clam Powerscal 3232 Bell Joint .R air Cl—p 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-IEPAFFTW Plastic Meter Box w4Comosite Lid DFW Plastics Inc. DFW39C-12-1EPAFFTW 08/30/06 Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW65C-14-IEPAF FTW Class "A" CoucmW Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Ha CMB-l8-Dual 1416 LED-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 (01/08/13) ' E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A V & 2" E1-11 lCmubmatint. Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2" V & 2" E1-11 lCombination Air Release Valve Valve and Primer Corp. APCO#143C, #145C and 0147C 1", 2" & 3" Water - Dry Barrel Fire H drants 33-12-40 01JE14 10/01/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-142 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-19791 AWWA C-502 09/30/97 E442 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E442 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E442 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E442 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawin 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-I42 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6161 A-423 Centurion AWWA C-502 01/I5/88 E1-12 D Bartel Fire H dram Mueller Company Shop Drawing FH-12 A-423 Su r Centurion 200 AWWA C-502 10/09/87 E-I-12 Dry Barrel Fire Hydrant U.S. Pip. & Foundry Shop Doming No. 960250 AWWA C-502 09/16/97 E-142 Dry Barrel Fir. Hydrant American Flow Control(AFC) Watcrous Pacer WB67 AWWA C-502 09/12116 3342-40 Dry Bartel Fire Hydrant EJ East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 E101-5 Defector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 09/05/04 1 Magnetic Drive Vertical Turbine Hersay Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" " From Original Standard Products Lis[ z City P jet No. t004150 FORT WORTH,: CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 11-6-24 Approval Spec No. Classsification I Manufacturer I Model No. I National Spec I Size Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 12/05/23 33-11-I2 PVC Pressure Pie Viylt.h PVC Pipe DR14 AWWA C900, AWWA C605, ASTM DI794 V-I6" 12/05/23 33-11-12 PVC Pressure Pie Vin (tech PVC Pie DR18 AWWA C900, AWWA C605, ASTM D1784 16"-18" 09/03/24 33-11-12 PVC Pressure Pie Northem Pie Products DR14 AWWA C900. AWWA C605. ASTM D1784 V-16" 09/03/24 33-11-12 PVC Pressure Pie Northern Pie Products DR18 AWWA C900, AWWA C605. ASTM D1764 16"-18" 3/1912018 131112 PVC Pressure Pin Pi p elifc Jet Stream DR14 AWWA C900 V-12" 3/19/2018 33 11 12 PVC Pressure Pie Pi clife Jet Strcam DR19 AWWA C900 16"14" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 14 AWWA C900 V-12" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Cor ration DR 18 AWWA C900 16"-24" 12/6/2018 33 11 12 PVC Pressure Pipe 1-M ManufacurinCo., Inc d/b/a JM Eagle DR 14 AWWA C900-16 UL 1285g ANS[/NSF fil FM 1612 4"-28" 12/6/2018 33 1112 PVC Pressure Pipe J-M Manufacturing Co.. Inc d/b/a JM Eagle DR 18 AWWA C900-16 UL 1295 ANSI/NSF 61 FM 1612 16.14" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/612019 331] 12 PVC Pressure Pipe NAPCO(Wmtlake) DR16 AWWA C900 16"-24" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Wesdake) DR14 AWWA C900 V-12" 9/6/2019 33 11 12 JPVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110 E1-07 Ductile Iron Fittings Griffin Pip. Products. Co. Mechanical Joint Fittings AW WA C 110 E1-07 Ductile Iron Fittings McWano/Tyler Pi Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AW WA C 153. C I10. C 1I1 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class351. AWWA C 153, C I10. C 112 02/26/14 EI-07 MJ Fittings Ace—st Class 350 C-153 MJ Fittings AWWAC153 4"-12" 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Be. Co./Uni-Flan a Uni-Flange Series 1400 AW WA CI I I/CI53 4" to 36" 05/14/98 EI-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flan e Uni-Flange Series 1500 Circle -Lock AW WA C1111C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/CI 16/CI53 4" to 12" 02/29/12 33-11-I1 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron. Inc. Megalug Series 1100 (for DI Pipe) AWWA CI I I/C 116/C 153 4" to 42" 02/29/12 33.11-I1 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA Cl 1 I/C I16/C153 4" to 24" 09/05/04 EI-07 Mechanical Joint Retainer Glands PVC Sigma. Co. Sigma One-Lok SLC4-SLC10 AWWA C111/C153 4" to 10" 03/06/19 33-11-I1 Mechanical Joint Retainer Glands VC Sigma. Co. Sigma One-Lok SLCS4-SLCS12 AWWACIII/CI53 4" to 12" 09/05104 El-07 Mochaniosl Joint Retainer Glands(PVC) Si a, Co. Sigma One-Lok SLCE AW WA CI11/C 153 12" to 24" 08/10/98 EI-07 MJ Fittin s(DIP) Sigma, Co. Sigma One-Lok SLDE AW WA C 153 4" - 24" 10/12/10 E1-24 Interior Restrained Joint System, S & B Techm ial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to "I 09/16/06 El-07 Mechanical Joint Fittings SIP Industries(Seram re) Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pie Products, Inc. PVC Stargrip Series 4000 ASTM A536 AWWA Cl 11 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products. Inc. DIP Stargrip Series 3000 ASTM A536 AW WA CI I I 03/19/18 33-I1-11 Mechanical Joint Retainer Glands SIP lndostries(Seram re) EZ Grip Joint Restraint (EZD) Black For DIP ASTMA536 AW WA CI I I 3"-48" 03/19/18 33-I1-11 Mechanical Joint Retainer Glands SIP Industncs(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DRI4 PVC Pipe ASTM A536 AW WA CI I I 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DRIB PVC Pipe ASTM A536 AWWA C 111 * From Original Standard Products List 2M Bard Pr jar o mel7 FORT WORTH,: CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 11-6-24 Approval Spec No. Classsilication I Manufacturer Model No. National Spec Size Water - Piyes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) 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 Sort. 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedgo Gate Valve American Flow Control Son. 2520 & 2524 SD 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wdia, Gate Valve American Flow Control Series 2516SO 94-20247) AWWA C515 Iti" 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 e Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK CompanyCmapemy American AVK Resilient Seaded 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 Kenned 4" - 12" EI.26 Resilient Seated Gate Valve M&H 4" - 12" EI-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/09/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 SD 6647) AWWA C515 16" 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 10" & 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" 01/29/88 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" 11/09/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller 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 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509. ANSI 420 - stem. 4" - 12" E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Mewsea1210, re uiremems SPL #74 3" to lb" 10/26/16 33-12-20 Resilient Seated Cate Valve El East Jordan Iron Works EJ Fl-Masmr Gate Valve & Boxes 08/24/18 Mateo Gate Valve Mateo-Norea 225 MR AW WA/ANSI C115/An21.15 4" to. 16" Water - PipesNalves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) EI-30 Rubber Seated Butterfly Valve Hcrry Pratt Co. AWWA C-504 24" E1-30 Rubber Seated Bmthrfly Valve Mueller Co. AWWA C-504 24"and smaller 1111/99 EI-30 Rubber Seated Butterfly Valve Dezurlk Valves Co. AWWA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic 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 331221 Rubber Seated Butterfly Valve G. A. Industries Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54" 09/03/24 33 1221 Rubber Seated Butterfly Valve American AVK Company AWWA C50413imerfly Valve Class 250B AVVA C-504 24" - 48" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/12/05 EI-13 Polyethylene Eneasmant Fle—I Packaging Fulton Enterprises AWWA C105 8 and LLD 05/12/05 EI-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 .it LLD 05/12/05 E1-13 Pot lene E—nota t AEP Industries Bullstron g by Cow town Bolt & Gasket AWWA C105 8 mil LLD 09/06/19 33-11-1l 1 Polyethylene Euc nurd, Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mJ LLD Water - Sampling Station 03/07/23 33 12 50 Water Sampling Station Ku fcrle Foundry Conipary Eclipse. Number 88 . 12-inch Depth of Bury As shown in spot. 33 12 50 n"ice z g .rr..._.. c_.� .,..A -_.:,.A t� M..d..] necat 16 .r. QG2 r8l) ,IL, ppeeau This product removed Proof. Hasp far Loakiog,�— Water - Automatic Flusher 10/21/20 Automated Floading System Mueller H dro uard HG6-A-IN-2-BRN-LPRR(Pmlable) HG2-A-IN-2-PVC-018-LPLG(Permanent) 04/09/21 JAutomated Flushing System Kupferle Foundry Company Eclipse #9800wc 04/09/21 JAutmnated 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 of products. which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Cemarection 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 Lis[ 2 City P j-No. Ia4150 FORTWORTH. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Stabile & Winn, Inc. Subject of the Agreement: Authorize Execution of a Contract with Stabile & Winn, Inc., in the Amount of $15,683,491.90, for Combined Street Paving Improvements and Water and Sanitary Sewer Main Replacements for the 2022 Bond Year 2 — Contract 7 Project M&C Approved by the Council? * Yes H No ❑ If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No 8 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes ❑ No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 8 If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: 03/31 /2026 If different from the approval date. Expiration Date: 03/30/2031 If applicable. Is a 1295 Form required? * Yes ® No ❑ *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 104150 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes 8 No ❑ Contracts need to be routed for CSO processing in the followingorder: rder: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department. FORT WORTH(,, Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: 2022 Bond Year 2 — Contract 7 M&C: 26-0259 CPN: 104150 CSO: DOC#: Date: 04/22/2026 To: Name Department Initials Date Out 1. Sophia Flores TPW - Review BFFA 04/22/2026 2. Jose A. Orozco TPW-Approver-� 04/22/2026 3. Donnette Murphy Risk -Approver DM DM 04/22/2026 4. Patricia Wadsack TPW-Approver 04/22/2026 5. Lauren Prieur TPW — Signer a fe P e 04/23/2026 6. Douglas Black Legal -Signer �_�ugla�_ Ds Bieck 04/29/2026 7. Jesica McEachern ACM -Signer 05/03/2026 8. Katherine Cenicola CSCO-Approver-G'G 05/04/2026 9. Jannette Goodall CSCO-Signer -ft.G.W.11 05/04/2026 10. Allison Tidwell CSCO-Form Filler 'IL 05/04/2026 11. TPW Contracts TPW DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review and take the next steps. NEEDS TO BE NOTARIZED: DYES ®No RUSH: DYES ®No SAME DAY: DYES ❑No NEXT DAY: DYES ❑No ROUTING TO CSO: ®YES ❑No Action Required: ❑ As Requested ❑ For Your Information ® Signature/Routing and or Recording ❑ Comment ❑ File ❑ Attach Signature, Initial and Notary Tabs Return to: Please notify TPWContractkfortworthtexas. _ og_v. Thank you!