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065748 - Construction-Related - Contract - CC Zamora Construction, Inc.
FORT WORTH.. csc No. e5748 CONTRACT FOR THE CONSTRUCTION OF ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Chris Harder Director, Water Department Lauren Prieur Director, Transportation and Public Works Department Prepared for The City of Fort Worth WATER DEPARTMENT 2026 F T�s ea'�P� •'' LAWRENCE HAMILTON ...r...............ti... 90528 ; 90�� OFFICIAL RECORD sip,.• ss� NAI. CITY SECRETARY �' q FT. WORTH, TX CITY OF FORT WORTH, TEXAS WATER DEPARTMENT ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. A UCRC-2026 CHRIS HARDER, P.E. DIRECTOR WATER DEPARTMENT APPROVED A h v TONYSA' LOLA, P.E.,. 2026 gl 19 12-6, DIRECTOR, IVATER DEPAREVENT llffilrf / FORTWORTH. "I, City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 9 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 06/05/2026 00 41 00 Bid Form 09/19/2025 00 42 43 Proposal Form Unit Price 09/30/2021 0043 13 Bid Bond 09/30/2021 00 43 37 Vendor Compliance to State Law Nonresident Bidder 09/30/2021 0045 11 Bidders Prequalifcations 08/13/2021 0045 12 Prequalification Statement 09/30/2021 0045 13 Pre ualification Application 06/13/2025 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 41 Small Business Goal 9/01/2025 00 45 42 Small Business Utilization Form 6/05/2026 00 52 43 Agreement 9/19/2025 0061 13 Performance Bond 12/08/2023 0061 14 Payment Bond 12/08/2023 0061 19 Maintenance Bond 9/19/2025 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 09/01/2025 00 73 00 Supplementary Conditions 9/19/2025 Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 29 75 Materials On Hand 9/19/2025 01 31 19 Preconstruction Meeting 09/01/2025 01 31 20 Project Meetings 07/01/2011 0132 16 Construction Schedule 10/06/2023 01 32 33 Preconstruction Video 07/01/2011 013300 Submittals 12/20/2012 01 35 13 S ecial Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 5000 Temporary Facilities and Controls 09/19/2025 01 5526 Street Use Permit and Modifications to Traffic Control 06/05/2026 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Signage 07/01/2011 01 6000 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 7123 Construction Stakin and Survey 02/14/2018 01 7423 Cleaning 07/01/2011 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 5, 2026 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 9 01 7719 Closeout Requirements 03/22/2021 017823 Operation and Maintenance Data 12/20/2012 017839 Project Record Documents 07/01/2011 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 02 - Existing Conditions Date Modified 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03 - Concrete 03 30 00 Cast-ln-Place Concrete 0334 13 Controlled Low Strength Material CLSM 03 34 16 Concrete Base Material for Trench Repair 03 8000 Modifications to Existing Concrete Structures Division 26 - Electrical 26 05 00 Common Work Results for Electrical 2605 10 Demolition for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 31 - Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 23 23 Borrow 31 24 00 Embankments 31 25 00 Erosion and Sediment Control 31 36 00 Gabions 31 37 00 Ri ra Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Trench Repair 32 11 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 1133 Cement Treated Base Courses 32 1137 Liquid Treated Soil Stabilizer 32 12 16 Asphalt Paving 32 1273 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 14 16 Brick Unit Paving 32 16 13 Concrete Curb and Gutters and Valley Gutters CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 9 32 17 23 Pavement Markings 32 1725 Curb Address Painting 3231 13 Chain Fences and Gates 32 31 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates 3232 13 Cast -in -Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Sodding 3292 14 Non -Native Seeding 3292 15 Native Grass and Wildflower Seeding 32 93 43 Trees and Shrubs Division 33 - Utilities 33 0130 Sewer and Manhole Testing 33 0131 Closed Circuit Television CCTV Inspection 33 03 10 Bypass Pumping of Existing Sewer Systems 33 04 10 Joint Bonding and Electrical Isolation 33 04 11 Corrosion Control Test Stations 33 04 12 Magnesium Anode Cathodic Protection System 33 0430 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 0450 Cleaning of Sewer Mains 33 05 10 Utility Trench Excavation, Embedment, and Backfill 33 05 12 Water Line Lowering 33 05 13 Frame, Cover and Grade Rings -Cast Iron 33 05 13.01 Frame, Cover and Grade Rings -Composite 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 05 16 Concrete Water Vaults 33 05 17 Concrete Collars 33 0520 Au er Boring 33 0521 Tunnel Liner Plate 33 0522 Steel Casing Pipe 33 0523 Hand Tunneling 33 0524 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 0526 Utility Markers/Locators 33 0530 Location of Existing Utilities 33 1105 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Po l in 1 Chloride PVC Pressure Pipe 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 33 11 14 Buried Steel Pipe and Fittings 33 12 10 Water Services 1-inch to 2-inch 33 1211 Large Water Meters 33 1220 Resilient Seated Gate Valve 33 1221 AWWA Rubber -Seated Butterfly Valves 33 1225 Connection to Existing Water Mains 33 1230 Combination Air Valve Assemblies for Potable Water Systems 33 1240 Fire Hydrants CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 9 33 1250 Water Sample Stations 33 1260 Standard Blow -off Valve Assembly 3331 12 Cured in Place Pipe (CIPP 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 33 31 15 High Density Polyethylene HDPE Pipe for Sanitary Sewer 33 31 20 Polyvinyl Chloride PVC Gravity Sanitary Sewer Pipe 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 33 31 22 Sanitary Sewer Slip Lining 33 31 23 Sanitary Sewer Pipe Enlargement 33 3150 Sanitary Sewer Service Connections and Service Line 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 3339 10 Cast -in -Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 30 Fiberglass Manholes 33 39 40 Wastewater Access Chamber WAC 33 39 60 Epoxy Liners for Sanitary Sewer Structures 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 3341 11 High Density Polyethylene HDPE Pipe for Storm Drain 3341 12 Reinforced Polyethylene SRPE Pipe 3341 13 Polypropylene Pipe for Storm Drain 33 46 00 Subdraina e 33 46 01 Slotted Storm Drains 33 46 02 Trench Drains 3349 10 Cast -in -Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34 - Transportation 3441 10 Traffic Signals 3441 10.01 Attachment A — Controller Cabinet 3441 10.02 Attachment B — Controller Specification 3441 10.03 Attachment C — Software Specification 3441 11 Temporary Traffic Signals 3441 13 Removing Traffic Signals 3441 15 Rectangular Rapid Flashing Beacon 3441 16 Pedestrian Hybrid Signal 34 41 20 Roadway Illumination Assemblies 34 41 20.01 Arterial LED Roadway Luminaires 34 41 20.02 Freeway LED Roadway Luminaires 34 41 20.03 Residential LED Roadway Luminaires 34 41 25 Residential Solar Powered Roadway Illumination Assemblies 34 41 30 Aluminum Signs 3471 13 Traffic Control CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 9 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.izov/Proi ectResources/ 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 0334 13 Controlled Low Strength Material (CLSM) 03/07/2025 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 8000 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 03/11/2022 2605 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi -Duct Conduit 02/26/2016 Division 31- Earthwork 31 0000 Site Clearing 03/22/2021 31 23 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 2500 Erosion and Sediment Control 04/29/2021 31 36 00 Gabions 12/20/2012 31 37 00 Ri ra 12/20/2012 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 03/20/2026 32 01 28 Full -Depth Concrete Pavement Panel Replacement and Spall and Crack Repair 03/20/2026 32 01 29 Concrete Paving Trench Repair 12/12/2025 32 1123 Flexible Base Courses 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 32 1133 Cement Treated Base Courses 06/10/2022 32 1137 Liquid Treated Soil Stabilizer 08/21/2015 32 1216 Asphalt Paving 6/07/2024 32 1273 Asphalt Paving Crack Sealants 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 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 9 32 14 16 Brick Unit Paving 12/20/2012 3216 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 32 1723 Pavement Markings 06/10/2022 32 1725 Curb Address Painting 11/04/2013 3231 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 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 3292 14 Non -Native Seeding 05/13/2021 3292 15 Native Grass and Wildflower Seeding 10/06/2023 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 0130 Sewer and Manhole Testing 09/07/2018 33 0131 Closed Circuit Television (CCTV) Inspection — Sanitary Sewer 03/11/2022 33 0132 Closed Circuit Television CCTV Inspection — Storm Drain 12/08/2023 33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 0411 Corrosion Control Test Stations 12/20/2012 33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012 33 0430 Temporary Water Services 09/19/2025 33 0440 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 0450 Cleaning of Pipes 03/11/2022 33 05 10 Utility Trench Excavation, Embedment, and Backfill 06/13/2025 33 05 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings 09/09/2022 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 03/11/2022 33 05 16 Concrete Water Vaults 12/12/2025 33 05 17 Concrete Collars 03/11/2022 33 0520 Auger Boring 12/20/2012 33 0521 Tunnel Liner Plate 12/20/2012 33 0522 Steel Casing Pie 12/20/2012 33 0523 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 12/09/2022 33 0526 Utility Markers/Locators 12/20/2012 33 0530 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 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 03/07/2025 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 12/12/2025 33 12 11 Large Water Meters 12/12/2025 33 1220 Resilient Seated Gate Valve 05/06/2015 33 1221 AWWA Rubber -Seated Butterfly Valves 04/23/2019 33 1225 Connection to Existing Water Mains 02/06/2013 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 9 33 1230 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/12/2025 33 1260 Standard Blow -off Valve Assembly 06/19/2013 3331 12 Cured in Place Pipe CIPP 12/20/2012 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 33 31 15 High Density Polyethylene HDPE Pipe for Sanitary Sewer 04/23/2019 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pie 09/09/2022 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 12/20/2012 33 31 22 Sanitary Sewer Slip Lining 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012 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 33 39 40 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Liners for Sanitary Sewer Structures 04/29/2021 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 3341 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012 3341 12 Reinforced Polyethylene SRPE Pie 11/13/2015 3341 13 Polypropylene Pipe for Storm Drain 06/10/2022 33 46 00 Subdraina e 12/20/2012 33 46 01 Slotted Storm Drains 07/01/2011 33 46 02 Trench Drains 07/01/2011 3349 10 Cast -in -Place Manholes and Junction Boxes 12/13/2024 33 49 20 Curb and Drop Inlets 03/11/2022 33 49 40 Storm Drainage Headwalls and Win walls 07/01/2011 Division 34 - Transportation 3441 10 Traffic Signals 03/11/2022 3441 10.01 Attachment A — Controller Cabinet 12/18/2015 3441 10.02 Attachment B — Controller Specification 02/2012 3441 10.03 Attachment C — Software Specification 01/2012 3441 11 Temporary Traffic Signals 11/22/2013 3441 13 Removing Traffic Signals 03/11/2022 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 25 Residential Solar Powered Roadway Illumination Assemblies 12/12/2025 34 41 30 Aluminum Signs 11/12/2013 34 41 50 Single -Mode Fiber Optic Cable 02/26/2016 3471 13 Traffic Control 06/05/2026 Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 8 of 9 GC-4.06 Hazardous Environmental Condition at Site GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 F©RT W©RTH. MAYOR AND COUNCIL COMMUNICATION 7.1.18 C C ZAMORA CONSTRUCTION, INC. ASPHALT UTILITY CUT REPAIR CONTRACT DATE: 08/11/26 M&C FILE NUMBER: M&C 26-0581 DEPARTMENT: WATER SUBJECT (ALL) Authorize Execution of a Contract with C C Zamora Construction, Inc., in an Amount Up to $500,000.00 for the Asphalt Utility Cut Repair Contract 2026 at Various Locations with Up to Two Optional Renewals RECOMMENDATION It is recommended that the City Council authorize execution of a contract with C C Zamora Construction, Inc., in an amount up to $500,000.00 for the Asphalt Utility Cut Repair Contract 2026 (CPN AUCRC-2026) at various locations and authorize up to two optional renewals. DISCUSSION The purpose of this Mayor and Council Communication (M&C) is to authorize a construction contract with C C Zamora Construction, Inc., in the amount up to $500,000.00 for asphalt utility cut repairs throughout the city. Approval of this M&C will also authorize up to two optional renewals. The work to be performed under this contract consists of utility street repairs which are necessary after main replacements and repairs are made by the Water Department's Field Operations crews. The Water Department is neither staffed nor equipped to perform some of the larger repairs. This contract is necessary to maintain a reasonable repair schedule, minimize disruption to the public and ensure street repairs do not adversely impact the life of the remaining street. The project was advertised for bid on March 18, 2026 and March 25, 2026 in the Fort Worth Star -Telegram and on April 16, 2026 the following bids were received: Bidder Amount Time of Completion C C Zamora Construction, Inc. $720,925.00 365 Calendar Days Westhill Construction, Inc. $764,240.00 1of2 F©RT W©RTH. Staff have reviewed the bid and proposed unit prices and consider them to be fair and reasonable. The bid documents included stipulations that the total quantities listed may not reflect actual quantities and that the amount budgeted for the projects is $500,000.00. Payments will be made based on actual measured quantities. The City has reserved the option to renew this contract two times, subject to appropriated funding, under the same terms, conditions and unit prices. FUNDING: The maximum annual amount allowed under this agreement will be $500,000.00 however the actual amount used will be based on the need of the department and available budget. Funding is budgeted in the General Operating & Maintenance category in the Water Sewer Fund for the Water Department. SMALL BUSINESS (SB) GOAL: C C Zamora Construction, Inc. is in compliance with the small business goal. C C Zamora is a certified small business and will self -perform 100% of the work involved with this project. This project is located in ALL COUNCIL DISTRICTS. FISCAL INFORMATION/CERTIFICATION The Director of Finance certifies that funds are available in the current operating budget, as previously appropriated, in the Water & Sewer Fund to support the approval of the above recommendation and award of the contract. Prior to an expense being incurred, the Water Department has the responsibility to validate the availability of funds. SUBMITTED FOR CITY MANAGER'S OFFICE BY: ORIGINATING BUSINESS UNIT HEAD: ADDITIONAL INFORMATION CONTACT: ATTACHMENTS Motion: Approved. Jesica L. McEachern, # 5804 Chris Harder, # 5020 David Munoz, # 2629 2of2 FORT WORTH,,, ADDENDUM TO INVITATION TO BID NO. 26-0160 CONCRETE UTILITY CUT REPAIR CONTRACT 2026 WATER DEPARTMENT ADDENDUM NO. 1 INVITATION TO BID (ITB): 26-0160 BID OPENING DATE: APRIL 16, 2026 (Unchanged) DATE ISSUED: APRIL 10, 2026 ITB No. 26-0160, issued April 10, 2026, is hereby amended as follows: 1. Questions and Answers document is hereby incorporated, in full text, pages (`). All other terms and conditions remain unchanged. TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT By the signature affixed below, Addendum No. 1 is hereby incorporated into and made part of the above referenced RFP. COMPANY N SIGNATURE: NOTE: Company name and signature must be the same as on the original bid documents. Failure to return this form with your sealed bid may constitute grounds for rejection of your offer. AMYAGUIRRI My Notary ID 013160M EV4mAuguql;27,2026 Questions and Answers Q1. Will the removal of concrete & asphalt be subsidiary to the items or will it be by others? Al. The removal of concrete & asphalt be subsidiary to the contract. Q2. Will an email for the city PM be provided for the turn in of the Small Business Utilization Form, and Small Business Certificate(s)? A2. The Small Business Utilization Form, and Small Business Certificate(s) will need to be included with the original bid documentation as the submittal from the company. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities ITB 26-0161 ASPHALT UTILITY CUT REPAIR CONTRACT 2026 Addendum No. 1, Page 2 of 2 0011 13 INVITATION TO BIDDERS Page 1 of 3 SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of ASPHALT UTILITY CUT REPAIR CONTRACT 2026, City Project No. AUCRC-2026 ("Project") will be received by the City of Fort Worth via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project until 12:00 P.M. CST, Thursday, April 16, 20261. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST at New City Hall (NCH); Council Work Session Room,100 Fort Worth Trail, Fort Worth, TX 76102. Bidders shall also email the Small Business Utilization Form, and Small Business Certificate(s), (if applicable) to the city PM. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: hfps: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. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised 2/08/24 City Project No. AUCRC-2026 0011 13 INVITATION TO BIDDERS Page 2 of 3 SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] —Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: UNIT I — CUTS LESS THAN 300 SQUARE FEET UNIT H — CUTS GREATER THAN 300 SQUARE FEET UNIT IH — ADDITIONAL ITEMS REQUIRED OTHER THAN PAVING TIME PERIOD AND RENEWALS The time period of this Agreement will be for one calendar year or the expiration of the funding, whichever occurs last. The City reserves the right to renew the contract for up to two (2) additional one calendar year time periods or up to two (2) additional expenditures of $ 500,000.00 under the same terms, conditions and unit prices. The City shall provide at least sixty (60) days' notice to the Contractor of the City's intent to renew. PREQUALIFICATION Certain improvements included in this project must be performed by a contractor or designated subcontractor who is pre -qualified by the City at the time of bid opening. The procedures for qualification and pre -qualification are outlined in the Section 3 of 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained via the Procurement Portal https: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 https:Hfortworthtexas.bonfirehub.com/portaU?tab=openOpportunities, under the respective Project. 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 OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised 2/08/24 City Project No. AUCRC-2026 0011 13 INVITATION TO BIDDERS 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 Wednesday, March 18, 2026 Wednesday, March 25, 2026 END OF SECTION Page 3 of 3 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised 2/08/24 City Project No. AUCRC-2026 0021 13 INSTRUCTIONS TO BIDDERS SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms Page 1 of 9 1.1. Capitalized terms used in these INSTRUCTIONS TO BIDDERS are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making electronic Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. Bidders or their designated subcontractors are required to be prequalified for the work types requiring prequalification as per Sections 00 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms seeking pre -qualification, must submit the documentation identified in Section 00 45 11 on Section 00 45 13 PREQUALIFICATION APPLICATION at least seven (7) calendar days prior to Bid opening for review and, if qualified, acceptance. The subcontractors listed by a Bidder on 00 45 12 must be prequalified for the appropriate work types. Subcontractors must follow the same timelines as Bidders for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to be rejected. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised/Updated September 1, 2025 City Project No. AUCRC-2026 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 9 Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: https://www.fortworthtexas. og v/departments/tpw/development/cfw-departments-tpw- contractors under Division 00 - General Conditions and as follows: 3.1.1. Paving — Requirements document located at: https:Happ-us3.e- builder.net/public/publicLandiniz.aspx?QS=4d008O4b 133b408a85a69323548dda25 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at: https:Happ-us3.e- builder.net/public/publicLanding.aspx?QS=e43c4239775f4b2583 552cO29c6al ed2 .1.3. Water and Sanitary Sewer — Requirements document located at: https:Happ-us3.e- builder.net/public/publicLanding.aspx?QS=4fc66ff8c3 6c4cO29d542d4e55114e8d 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. Special qualifications required for this project include the following: <Include this paragraph if there are special qualification types for work involving treatment plants, pump stations, etc. and enter those special qualifications here. If there are none then delete this paragraph.] 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder: CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised/Updated September 1, 2025 City Project No. AUCRC-2026 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. Is advised that, City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally -assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration of award. 4.1.5. 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. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised/Updated September 1, 2025 City Project No. AUCRC-2026 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 9 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. 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 o£ 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. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised/Updated September 1, 2025 City Project No. AUCRC-2026 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. 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. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised/Updated September 1, 2025 City Project No. AUCRC-2026 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 9 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications shall be posted under the respective Project via the Procurement Portal https:Hfortworthtexas. bonfirehub.com/portal/?tab=openOpportunities 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 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised/Updated September 1, 2025 City Project No. AUCRC-2026 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 9 11.1. In accordance with the City's Small Business Ordinance No. 27832-08-25, the City has established a goal for the participation of small businesses for City contracts $100,000 or greater. See Section 00 45 41 for the Project Goal and additional requirements. Failure to comply may render the Bidder non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents. 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. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised/Updated September 1, 2025 City Project No. AUCRC-2026 0021 13 INSTRUCTIONS TO BIDDERS Page 8 of 9 13. Submission of Bids Bids shall be submitted electronically in the Procurement Portal on the prescribed Bid Form, provided with the Bidding Documents, prior to the time indicated in the Advertisement or INVITATION TO BIDDERS. 14. Withdrawal of Bids 14.1. Bids submitted electronically may be withdrawn prior to the time set for bid opening via the Procurement Portal https:Hfortworthtexas. bonfirehub.comZportal/?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. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised/Updated September 1, 2025 City Project No. AUCRC-2026 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 9 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 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 httns://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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised/Updated September 1, 2025 City Project No. AUCRC-2026 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/forms/conflict/CIS.pdf CIQ Form does not apply ❑ CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form does not apply ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: .0 , YYY GI cooS Y U ctvCv) Y—\ L►'1 AR�CYAGUIPRE *= My Natwy ID # 13169M34 .�Ay�' OF ��• EVh%ALIgust 27, 2026 I ►�� By: (AndW Q�-C rS Signature: V�Kl �6z Title: � V—Q END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 00 41 00 Bid Proposal Workbook CERTIFICATE OF INTERESTED PARTIES FORM 1295 lofl Complete Nos. 1 - 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2026-1458581 CC Zamora Construction, Inc Fort Worth, TX United States Date Filed: 05/07/2026 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Fort Worth Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. CPN AUCRC-2026 Asphalt Utility Cut Repair Contract Nature of interest a Name of Interested Party City, State, Country (place of business) (check applicable) Controlling Intermediary Zamora, Lupe Fort Worth, TX United States X Linda, Zamora River Oaks, TX United States X Peters, Brandon Fort Worth, TX United States X I I I I 5 Check only if there is NO Interested Party. ❑ 6 UNSWORN DECLARATION My name is and my date of birth is - My address is 0,4X lrGE.•/ G�/Z�L� t � W02TH , -,I'x 7.6 i/y T/1yt,Q.t,.rT (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. Executed in .f.rr County, State of % kx,-P% on the % "*day of F�20 Z6 . (month) (year) / r.'Y'' LYAGUI *' i nature of authorized a en o�j contractingbusiness entity g y .I; My Notary ID # 131698634 (Decllaarantoo �btOvide nmi ion www.ethics.state.tx.us Version V4.1.0.b6ef2aab R _.. 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: CONCRETE UTILITY CUT REPAIR CONTRACT City Project No.: CUC-2026 Units/Sections: UNIT I — CUTS LESS THAN 300 SQUARE FEET UNIT II — CUTS GREATER THAN 300 SQUARE FEET UNIT III —ADDITIONAL ITEMS REQUIRED OTHER THAN PAVING 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. 'fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 12-00 41 00 Bid Proposal Workbook 0041 00 BID FORM Page 2 of 3 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 365 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. Small Business Forms (required at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 `If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 001 12-00 41 00 Bid Proposal Workbook 0041 00 BID FORM Page 3 of 3 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 <use this if applicable, otherwise delete> Total Base Bid <use this if applicable, otherwise delete Alternate Bid <use this if applicable, otherwise delete> Deductive Alternate<use this if applicable, otherwise Additive Alternate <use this if applicable, otherwise Total Bid 7. Bid Submittal This Bid is submitted on Respectfully subm' d, By: (Signature) (Printed Name) Title: /�V Company: GG L�aa2 Gp ✓sT2arGr� ��✓G Address: 3r/S o4r✓sTs�'' ��`' Z___a.e-a State of Incorporation: 5p�,✓f-3- Email: Phone: ?j ;, _ END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 #REF! #REF! F.IWAS #REF! .#R-EF!_.. by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1:9rP Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: Iv M YAGUIRRE L*f b My Notary ID # 131698W Expires August 27, 2026 12-00 41 00 Bid Proposal Workbook W J2 J] nm PROPOSAL Pogvlofl SEOTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Informeti- I dders Pr.,I UNIT I - CUTS LESS THAN 300 5 UARE FEET ITEMS 1-7 Bidlist It No. Descriplion Specifiwlion Section No. Unit of Measo'c Did Qpsntity Unil Pnce Bid Valae 1 3212.0303 3212 16 1,500 SY 3-inch Asphalt Pavement Type D $144.00 $216.000.00 Dollars Cents 2 3212.0304 32 12 16 500 Sy 4-mch Asphalt Pavement Type D $156.00 $78,000.00 Dollars Cents 3 9999.0001 321313 32 13 73 100 SY 5-inch Concrete Pavement Including Silicone Joint Sealing $169.00 $18900.00 Dollars Cents 4 3213.0101 321313 321373 200 SY 6-inch Concrete Pavement Including Silicone Joint Sealing $177,013 $35400.00 Dollars Cents 5 3213.0104 321313 321373 200 SY 9-inch Concrete Pavement Including Silicone Joint Sealing $199.50 $39900.00 Dollars Cents 6 3213.0106 32 13 13 32 13 73 100 SY �11-inch Concrete Pavement Including Silicone Joint Sealing $215.25 $21,525.00 Dollars Cents 7 3214.0200 32 14 16 30 SY Brick Pavement Repair Dollars CentsI $250.00 1 $7.500,00 UNIT 11-CUTS GREATER THAN 300 SQUARE FEET ITEMS 8-14 6 32120303 32 12 16 1,500 SY 3-Inch Asphalt Pavement Type D $101.00 $151.500.00 Dollars Cents 9 3212.0304 32 12 16 500 SY 4--inch Asphalt Pavement Type D $115.00 $57,500.00 Dollars Cents 10 9999,0001 321313 32 13 73 100 SY 5-Inch Concrete Pavement Including Silicone Joint Sealing $127.00 $12.700.00 Dollars Cents 11 3213.0101 3213 13 321373 200 SY 6-inch Concrete Pavement Including Silicone Joint Sealing $135.00 $27,000,00 Dollars Cents 12 3213.0104 321313 32 13 73 200 SY 9-inch Concrete Pavement Including Silicone Joint Sealing S158.00 $31,600.00 Dollars Cents 13 3213.0106 32 13 13 3213 73 100 SY 11-inch Concrete Pavement Including Silicone Joint Sealing $174.00 $17,400.00 Dollars Cents 14 3214.0200 321416 30 SY Brick Pavement Repair $250.00 1 $7,500.00 Dollars Cents UNIT III - ADDITIONAL ITEMS RE UIRED OTHER THAN PAVING ITEMS 15-25 25 01 55 26 34 71 13 5 FA Street Use Permit One Hundred Dollars cents $100.00 500.00 Total Bid $720.925.00 M C[C1' OF FORT WORTH sTeNTlAan [OA'aTRUCPJOY ePECgTCATJOY OOC11.Ws Rnimd9n9/i S SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: 00 43 13 BID BOND Page 1 of 2 That we, C.C. Zamora Construction, Inc. , known as "Bidder" herein and American Alternative Insurance Corporation a corporate surety duly authorized to do business in the State of Texas, known as "Surety" herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of five percent (5%) of Bidder's maximum bid price, in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as CONCRETE UTILITY CUT REPAIR CONTRACT NOW, THEREFORE, the condition of this obligation is such that if the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County.. Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 16th day of April 2026. ATTEST: / 4 C�k Ck Witness as to Principal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 PRINCIPAL. C.C. Zamora Construction, Inc ,g i BY: Ignature Brandon Peters, Chief Executive Officer Name and Title 00 41 00 Bid Proposal Workbook Witness`'as to'Surety--- / i Attach Power of Attorney (Surety) for Attorney -in -Fact Address: 3815 Austin Lane Fort Worth, TX 76111 SURETY: American Alternative Insurance Corporation BY:� - Signature Nicole E. Schmalz, Attorney -in -Fact Name and Title Address: 555 College Road East Princeton, NJ 08543 Telephone Number: 609-951-8295 0043 13 ETD BOND Page 2 of 2 "Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by laetis showing that this person has authority to sign such obligation. If Surety's physical address is oifferent 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 OP SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 00 41 00 Bid Proposal Workbook CERTIFIED COPY ROWER OF ATTORNEY KNOW ALI MEN BY THESE PRESENTS TIwA the AMERICAN ALTERNATIVE INSURANCE CORPORATION, a corporation organized and existing by virtue of the laws of the State of Delaware ("Corporation") with of'ficas at bbb Uoitege Ruud Lust. Pnnc tAon, N ,I r1K.'ul'':. has niad.:, constituted and appointed, and by these, presents, dons slake, conshlute and appoint: Nicole E. Schmalz and Eric Schmalz Its true and lawful Attorneys -in -Fact, :at Princ ton. m the State- of New Jersey, vir:h of them illone to itdl privet to act without the uthei or others, to make, execade and deliver on its behalf. as Surety or Co -surety, honds and underlakincls +liven for atry erfrl all purposes, al ul to ,�:<r.•cute and d,.fiva:r till its behalf as aforesaid renewalste . exnsions, agreements, waivers, consents or stipulations relating to such bonds or undertakings providerl, howew r. that no single hond or undertaking so mart a, (,recuted and delivered shall obligate said Company for any portion of the penal sum thereof in ox,;oss of the sum of One Hundred Fifty Million Dollars 1$150,000.000.00) Such bonds and undertakings for said purposes, whian duty executed by said Attorney(s)-In+act, shall he hindiny upon stud Compnny, as fully and to the same extent as if signed by the President of said Company under its (x)rporate seat attosted by its Sw+ retaty. This appointment is made under and by authority of a certain Resolution adoptcxl at a mueling of the Board of Dif ootor9 of sad Company duty held un the 21th day of August, 1975, a copy of which ilppears helnw IN WITNESS WHEREOF, the AMERICAN ALTERNATIVE INSURANCE CORPORATION has caused its corporate seal to be hereunto affixed, and these presents to be signed by its duly authorized officers this 9th day of January, 2026. i�GOflPORgTE;nq% By: �•. SEAL �, °' lgffOF DEIA�UPQ r Cathy Smith President STATE OF NEW JERSEY, COUNTY OF MIDDLESEX Attest: Ignacio Rivera General Counsel & Secretary The foregoing instrument was acknowledged before me by means of online notarization this 9th day of January, 2026, by Cathy Smith and Ignaco Rivera, who are personally known to me. BETHCOHAN-CHIN Beth Cohan-chh Notary Stamp Commission #2209356 " here Notary Public. State ol'Ncw Jersey Beth Cohan -Chin, Notary Public My Commission Expires February 2, 2028 State of New Jersey My Commission Expires February 2, 2028 SECRETARY'S GERTIFIIG,q in. 'I'hcunLiersi;rveil. Iginivio Ilivrra. lwieh} crtGfc .. I lint IIle fit itlelsrplrltxl isSccrllai% lit Aimm-an .'�Ilt't11alIV1' hltinrJlR't' l'nryx/raluru. a i orlx,talic,n offhC `;talc ol'1 h•Irn+air. that II>L original IoswCl f\Cattunxy o1'\thicli Ihr linc;•oifl r. is it Copy vas chdl, C,crafcd on hc:hadluf rid t'ollxxalioll au the (ia\ (it its tale, ititcl has nut .ilx.c been revoket I. i nactuled or ntudi Iied. that the lint It: r•,tp jivLI hits cumpawd the lbrcgniny co; % IIto eofwnII: aid of I:!IImI I imer nl'a0or ncy, will If llic,anu• i, w Irue slid rormi:I copy of stud of ilcinal IRI vet (IfatlunleN cud nl'tile \thole Iirrcol_ i'llal the of IgillaI Iesohltiunof%%hiell the Ibl lim fill, is it Ceryry was duty adolih-d a{. and recordi.-d In Ilse Infollics(11' it ieptulal incetingollhe lUxuil ol, Directors; al said Coq'. ttalion duly held kill Ativulsi •t. I99,X, :burl lim nuf :,Ines been rcvukc,i_ anwivied or nuxiified RESOLVED, that each of the following officers of this Corporation, namely, the President, the Executive Vice President, the Senior Vice Presidents. and the Vice Presidents, be, and they hereby are, authorized, from time to time in their discretion, to appoint such agent or agents or attorney or altomeys-in-fact as deemed by them necessary or desirable for the purpose of carrying on this Corporation's business. and to empower such agent or agents or attomey or attorneys -in -fact to execute and deliver, in this Corporation's name and on its behalf: and under its seal or otherwise, surety bonds, surety undertakings or surety, contracts made by this Corporation as surety thereon. RESOLVED, that the signature of any authorized officer of the Corporation and the Corporation's seal may be affixed by tacsim ile to any power of attorney and revocation of any poswer of attomey or certificate of either given for the execution of any surety bond, surety undertaking, or surety contract, such signature and seal, when so used being hereby adopted by the Corporation as the original signature of such olTiecr and the original seal of the Corporation_ to be valid and binding upon the Corporation with the same force and elliect as though manually affixed. FURTHER RESOLVED, that any prior appointments by the Corporation of MGAs are. in all respects, hereby ratified, confirmed and approved. FURTHER RESOLVED, that the Secretay or any Assistant Secretary ol'this Corporation is hereby authorized to certify and deliver to any person to whore such certification and delivery may be deemed necessary and desirable in the opinion ofsuch Secretary or Assistant Secretary, a true copy ofthe foregoing resolution. A. I'hr un(h.rsirned ha, Compared the liliegoti- cop es kit said nriimml w :uhltnnisa':,o ttYxadcd and they art -the :;Dole true mid correct copies ofsaid original resolutions as so n-c:urded and of the Whole Iix rcuf: Witncssthehan(loflife linden:ipmC,f;Indlhr;riilofs idt'ottlur:tUooflusl6MILK tot April 2026 \%1F.RIt'; NAII:I'ERNkl'WEINSi INSURANCE. L gnat: n> laiwent t icnend ('uun:xl,'{: til:rrcurty TF.6- Nj01-'i IMPORTANT NOTICE TO ALL TEXAS POLICYHOLDERS IMPORTANT NOTICE To obtain information or make a complaint: You may call American Alternative Insurance Corporation toll -free telephone number for information or to make a complaint at: 1-609-243-4757 You may also write to American Alternative Insurance Corporation at: American Alternative Insurance Corporation 555 College Rd. E. Princeton, NJ 08540 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 149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: hftp:/Iwww.tcii.texas.gov E-mail:ConsumerProtection(a)tdi.te:.,-,s.c o,., PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the American Alternative Insurance Corporation 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. 00 ML0042 44 04 16 AVISO IMPORTANTE Para obtener information o para someter una queja: Usted puede Ilamar al numero de telefono gratis de American Alternative Insurance Corporation para information o para someter una queja al: 1-609-951-8295 Usted tambien puede escribir a American Alternative Insurance Corporation: American Alternative Insurance Corporation 555 College Rd. E. Princeton, NJ 08540 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P.O. Box 149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: ;�ttf::,,�vww.trli.tc xas.gov E-mail: �:;ans?riaierF'rotectioriCcDtdi.texas.gov DISPUTES SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el American Alternative Insurance Corporation primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZ4: Este aviso es solo para proposito de informacion y no se convierte en parte o condition del documento adjunto. 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of our principal place of business, are not required to underbid resident bidders. B. The principal place of business ff our company or our parent company or majority owner is in the State of Texas. L�J BIDDER: C-C-Z(AWOCICA 0(y-)9yUCt&1 l yl(- By: Y� f " �� `V (Signature) Title: C L V Q— ARELYAOUIME My Notary ID # 13169MM Expires August 27, 2026 END OF SECTION Date: IJ I l l l CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/19/2025 00 41 00 Bid Proposal Workbook 004511-1 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 31st 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised August 13, 2021 City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised August 13, 2021 City Project No. AUCRC-2026 004511-3 BIDDERS PREQUALIFICATIONS Page of d. If a contractor has a valid prequalification letter, the contractor will be eligible to perform the prequalified work types until the expiration date stated in the letter. 8 END OF SECTION CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised August 13, 2021 City Project No. AUCRC-2026 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 '40k" // foV + The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: ���} 0 % C ,C . Cro mcx-(. e(Y)5�y 0 �1EVI ► fI�- By: 0 brcE�'1 0 TX —7 W (Signature) 0(j�-C I Title: 0 C �_ C) My Notary ID # 13169M E088 August 27, 2026 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 09/19/2025 Date: C-1 I l W 124 00 41 00 Bid Proposal Workbook FORTWORTH. April 19,2024 C. C. Zamora Construction, Inc. 144 Cottonwood St River Oaks, Texas 76111 Attn: Lupe Zamora RE: PREQUALIFICATION RENEWAL FOR PAVING PROJECTS City of Fort Worth Dear Mr. Zamora: The City of Fort Worth Department of Transportation and Public Works has reviewed the material that you submitted for prequalification renewal to perform street paving in the City of Fort Worth. This letter is to advise you that C. C. Zamora Construction, Inc. has been deemed qualified to bid upon and perform the following type(s) of street paving improvements: Asphalt Pavement Construction/Reconstruction-<15,000 SY This prequalification is effective April 19, 2024 and your project bid limit is $13,068,565.30 based upon the submitted financial statement. It shall remain in place for two (2) years as long as you remain in good standing with the City of Fort Worth. Prior to the end of the two years, you will be required to submit an updated financial statement for prequalification renewal consideration in accordance with the City specifications. In the interim, if you have any questions or comments, please do not hesitate to contact me. Sincerely, c� Edgar J. Garcia Construction Manager Transportation & Public Works Dept. Cc: file FORT WORTH,.,, SECTION 00 4513 PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box City Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address (required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) Email/mail this questionnaire along with financial statements to the appropriate group below. A separate submittal is required for water/sewer, paving, and lighting: Work Category — Water Dept - Water/sewer Work Category — TPW Paving Work Category — TPW Ped/Rdwy Lighting john.kasavich&FortWorthTexas.gov TPW_ Prequalification(a)fortworthtexas. og_v clint.hoover&fortworthtexas.gou Fort Worth Water Department Engineering and City of Fort Worth Transportation and Public City of Fort Worth TPW Transportation Fiscal Services Division 200 Texas St. Fort Works Dept. 3741 SW Loop 820, Fort Worth, Management Attn: Clint Hoover, P.E. 5001 Worth, TX 76102 Texas 76133 Attn: Alicia Garcia James Ave. Fort Worth, TX 76115 *Financial Statements must be mailed. Mark the envelope: "Bidder Prequalification Application" 0045 13 - 2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or ❑ Has less than $6,000,000.00 in annual gross receipts OR ❑ Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. Select major work categories for which you would like to be prequalified (City may deem you are not qualified for selected category or may approve you at a lesser size/length and maximum size may not be listed specifically under a major work category): MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inch and smaller Water Transmission, Urban/Renewal, 24-inch and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inch and smaller Sewer Bypass Pumping, 18-inch — 36-inch Sewer Bypass Pumping 42-inch and larger CCTV, 8-inch and smaller CCTV, 12-inch and smaller CCTV, 18-inch and smaller CCTV, 24-inch and smaller CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 004513-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED CCTV, 42-inch and smaller CCTV, 48-inch and smaller Sewer CIPP, 12-inch and smaller Sewer CIPP, 24-inch and smaller Sewer CIPP, 42-inch and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning, 24-inches and smaller Sewer Cleaning, 42-inches and smaller Sewer Cleaning, All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Facility Construction of Lift Stations Sanitary Sewer Manhole/Structure Interior Lining — Warren Coating Sanitary Sewer Manhole/Structure Interior Lining — Chesterton Coating Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards)* Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)* Roadway and Pedestrian Lighting NOTE *There is not a prequalification requirement for installation of concrete sidewalk, curb & gutter, driveways, and panel replacement, only concrete paving CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 004513-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT I NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in had: (a) As a General Contractor: construction work has your organization (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED LOCATION CITY -COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so, where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 004513-5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason. 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY I DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORK IN WHAT CAPACITY CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 004513-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers Secretary Treasurer Limited Partners (if applicable) LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 14. Equipment 004513-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. ITEM QUANTITY ITEM DESCRIPTION BALANCE SHEET VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Various - TOTAL CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each parry with any information, while this statement is in force, necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 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 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. AUC-2026. 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: .C. ZUr xta w*ouh Company Address F(yf N�4c�T",-Ty `7(LI It City/State/Zip THE STATE OF TEXAS § COUNTY OFTARRANT § By: h1cladw (Please Print Signature: _ ?Z- Title: C� C) (Please Print) B ORE ME, the undersigned authority, on this day personally appeared known to me to be the person whose name is subscribed tote foregoin instrument, and acknowledged to me that he/she executed the same as the act and deed of • : CAY-Y iYU r(yy A,K— a'1_ for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this UTn day of blfl l 2Q JU Notary Public in for the St e f Texas 38 END OF SECTION ;. ARELyAGUIRRE * ' *s My Notary ID # 131MM 39 Expbes August 27, 2026 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 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 004541-1 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 ASPHALT UTILITY CUI' REPAIR CONTRACT City Project No. AUCRC-2026 4+ C d E E ~ O 01 O � y � O ~ d rz O 00 U) m LL w O U) ❑ W m 0 C Cl W m C? � E W v cnW m �n N `J C) U m f � m m OC J c ❑ LL J m N (n m W Z h N 00 J k+ OC Q �l Q L N z J H 1Y �ZU Q V ❑ at O W W i O O C.)�'' U W m W Q a Z Q Q U O C C. 0) i L O 0) %W U. 0 z z _ �� � Q to Z W a W F- W W Q o 0 0 y o 4' U C W 0 O 0 O .Y V d d'0 C N o x . 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Zamora Construction, Inc. DBA Zamora Construction C.C. Zamora Construction, Inc. DBA Zamora Construction has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 238110: POURED CONCRETE FOUNDATION AND STRUCTURE CONTRACTORS NAICS 238990: ASPHALT COATING AND SEALING, RESIDENTIAL AND COMMERCIAL PARKING LOT AND DRIVEWAY This Certification commences September 4, 2025 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: September 30, 2027 Issued Date: September 4, 2025 CERTIFICATION NO. HMSB28579NO927 jj J Certification Administrator 00 52 43 - I Agreement Page 1 of 6 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on August 11,2026 , 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 _GG Zs,� , 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: ASPHALT UTILITY CUT REPAIR CONTRACT OFFICIAL RECORD City Project No. AUC-2026 CITY SECRETARY Article 3. CONTRACT PRICE FT. WORTH, TX City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount, in current funds, of Five Hundred Thousand & 00/100 Dollars ($500,000.00). 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 365 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 Two Hundred — Ten & 00/100 Dollars $210.00 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. 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. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised September 19, 2025 (effective September 1, 2025) City Project No. AUCRC-2026 005243-2 Agreement Page 2 of 6 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised September 19, 2025 (effective September I, 2025) City Project No. AUCRC-2026 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 PORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised September 19, 2025 (effective September 1, 2025) City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revisel September 19, 2025 (effective September 1, 2025) City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised September 19, 2025 (effective September 1, 2025) City Project No. AUCRC-2026 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: Signatur (Printed Name) Pit�stv�^-r�G�Al2� Rom✓ Title 3i��S� /9✓s13G'.✓ G�✓ Address �tGT li,VaAw, %.—A 76/// City/State/Zip Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX City of Fort Worth By: C� Jesica McEachern Assistant City Manager 08/31 /2026 Date FORT➢nG 'J,= % 09pP Attest. ..� pdcna?Ezosoa i Jannette Goodall, City Secretary (Seal) M&C: 26-0581 Date: August 11, 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 requireWents. David Munoz Engineer Project Coordinator Approved as to Form and Legality: Qcdor— Douglas Black (Aug 20, 2026 10:08:11 CDT) Douglas W. Black Sr. Assistant City Attorney APPROVAL RECOMMENDED: CI��1Jto,�Gle� ttcl�ale- ChriHartler (Aug 19, 2026 17:02:16 CDT) Christopher Harder, P.E., Director, Water Department CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised September 19, 2025 (effective September 1, 2025) City Project No. AUCRC-2026 1 2 3 4 5 6 7 SECTION 00 6113 PERFORMANCE BOND 0061 13. 1 PERFORMANCE BOND Page 1 of 2 Bond Number: S7A2S00007808 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § g That we, C.C. Zamora Construction. Inc. , known as 9 "Principal" herein and Ameican AllenBive InstranceCorpo8tbn a corporate 10 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 1 I "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of Texas, known as "City' herein, in the penal 13 sum of, Five Hundred Thousand & 00/100 Dollars ($500,000.00), lawful money of the United 14 States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and 15 truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, 16 jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the 07 day of May , 20 26 , which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as ASPHALT UTILITY CUT REPAIR 22 CONTRACT, City Proiect No. AUCRC-2026 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations underthe Contract and shall in all respects duly and faithfully 25 perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 8, 2023 City Project No. AUCRC-2026 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 07 day of May 6 7 8 9 10 I 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: (Prtrtctpal) Secretary Witness as Priri'pil Wi ss as to Surety 7 PRINCIPAL: C.C. Zamora Construction, Inc. BY: Signature Brandon Peters, Chief Executive Officer Name and Title Address: 3815 Austin Lane Fort Worth, 76111 SURETY: American Altemative Insurance Corporation BY: (. _ Signature Nicole E. Schmalz, Attorney -in -Fact Name and Title Address: 555 College Rd. E. Princeton, NJ 08540 Telephone Number: 609-951-8295 Email Address: nicole®schmalzsurety.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 WORTI I ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 8, 2023 City Project No. AUCRC-2026 CERTIFIED COPY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the AMERICAN ALTERNATIVE INSURANCE CORPORATION, a corporation organized and existing by virtue of the laws of the State of Delaware ("Corporation") with offices at 555 College Road East, Princeton, N.J. 08543, has made, constituted and appointed, and by these presents, does make, constitute and appoint: Nicole E. Schmalz and Eric Schmalz its true and lawful Attorneys -in -Fact, at Princeton, in the State of New Jersey, each of them alone to have full power to act without the other or others, to make, execute and deliver on its behalf, as Surety or Co -surety, bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents orstipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate said Company for any portion of the penal sum thereof in excess of the sum of One Hundred Fifty Million Dollars ($150.000 000.00). Such bonds and undertakings for said purposes, when duly executed by said Attomey(s)-in-Fact, shall be binding upon said Company as fully and to the same extent as if signed by the President of said Company under its corporate seal attested by its Secretary. This appointment is made under and by authority of a certain Resolution adopted at a meeting of the Board of Directors of said Company duly held on the 271h day of August, 1975, a copy of which appears below. IN WITNESS WHEREOF, the AMERICAN ALTERNATIVE INSURANCE CORPORATION has caused its corporate seal to be hereunto affixed, and these presents to be signed by Its duly authorized officers this 9th day of January, 2026, �1NE„SUgqYz ?aQ?.COµPOPt,; q By: 192 Cathy Smith President STATE OF NEW JERSEY, COUNTY OF MIDDLESEX Attest, Ignacio Rivera General Counsel & Secretary The foregoing instrument was acknowledged before me by means of online notarization this 9th day of January, 2026, by Cathy Smith and Ignacio Rivera, who are personally known to me. BETH COHAN-CHIN Beth Cohan -Chili Notary Stamp Commission #2209356 here Notary Public. State ot'Ncw Jersey Beth Cohan -Chin, Notary Public My Commission Expires February 2, 2028 State of New Jersey My Commission Expires February 2, 2028 SECRETARY'S CERTIFICATE The undersigned, Ignacio Rivera, hereby certifies: 1. That the undersigned is Secretary of American Alternative Insurance Corporation, a corporation of the State of Delaware; 2. That the original power of attorney of which the foregoing is a copy was duly executed on behalf of said Corporation on the day of its date, and has not since been revoked, amended or modified; that the undersigned has compared the foregoing copy thereof with said original power of attorney, and that the same is a true and correct copy of said original power of attorney and ofthe whole thereof; 3. That the original resolution of which the following is a copy was duly adopted at, and recorded in the minutes of, a regular meeting ofthe Board of Directors ofsaid Corporation duly held on August 4, 1998, and has not since been revoked, amended or modified. RESOLVED, that each ofthe following officers ofthis Corporation, namely, the President, the Executive Vice President, the Senior Vice Presidents, and the Vice Presidents, be, and they hereby are, authorized, from time to time in their discretion, to appoint such agent or agents or attorney or attorneys -in -fact as deemed by them necessary or desirable for the purpose of carrying on this Corporation's business, and to empower such agent or agents or attomey or attomeys-in-fact to execute and deliver, in this Corporation's name and on its behalf, and under its seal or otherwise, surety bonds, surety undertakings or surety contracts made by this Corporation as surety thereon. RESOLVED, that the signature of any authorized officer ofthe Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney and revocation of any power of attomey or certificate of either given for the execution of any surety bond. surety undertaking, or surety contract, such signature and seal, when so used being hereby adopted by the Corporation as the original signature of such officer and tine original seal ofthe Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed. FURTHER RESOLVED, that any prior appointments by the Corporation of MGAs are, in all respects, hereby ratified, confirmed and approved. FURTHER RESOLVED, that the Secretary or any Assistant Secretary of this Corporation is hereby authorized to certify and deliver to any person to whom such certification and delivery may be deemed necessary and desirable in the opinion of such Secretary or Assistant Secretary, a true copy ofthe foregoing resolution. 4. The undersigned has compared the foregoing copies of said original resolutions as so recorded, and they are the same true and correct copies of said original resolutions as so recorded and ofthe whole thereof. Witness the hand ofthe undersigned and I!ne sea: of said Coinaration this 07day of May , 2026 uwunau" AMERICAN ALTERNATIVE INSURANCE CORPORATION s� Ignacio Rivera 1923 -.•' General Counsel R Secretary F;" TRS piuWB `° � qnim�e�o°°°0° IMPORTANT NOTICE TO ALL TEXAS POLICYHOLDERS IMPORTANT NOTICE To obtain information or make a complaint: You may call American Alternative Insurance Corporation toll -free telephone number for information or to make a complaint at: 1-609-243-4757 You may also write to American Alternative Insurance Corporation at: American Alternative Insurance Corporation 555 College Rd. E. Princeton, NJ 08540 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 149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: http://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 American Alternative Insurance Corporation 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. 00 ML0042 44 04 16 AVISO IMPORTANTE Para obtener information o para someter una queja: Usted puede Ilamar al numero de telefono gratis de American Alternative Insurance Corporation para informacion o para someter una queja al: 1-609-951-8295 Usted tambien puede escribir a American Alternative Insurance Corporation: American Alternative Insurance Corporation 555 College Rd. E. Princeton, NJ 08540 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P.O. Box 149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: http://www.tdi,texas.gov E-mail: ConsumerProtection@tdi.texas.gov DISPUTES SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el American Alternative Insurance Corporation primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adj u nto. 0061 14- 1 PAYMENT BOND Page I of 2 Bond Number: S7A2S00007808 1 SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, C.C. Zamora Construction, Inc. known as 9 "Principal" herein, and American Alternative Insurance Corporation , a 10 corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" 1 I herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 12 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the penal 13 sum of Five Hundred Thousand & 00/100 Dollars ($500,000.00), lawful money of the United 14 States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and 15 truly be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, 16 jointly and severally, firmly by these presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 07 day of May , 20 26 , which Contract is hereby referred to and made 19 a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor 20 and other accessories as defined by law, in the prosecution of the Work as provided for in said 21 Contract and designated as ASPHALT UTILITY CUT REPAIR CONTRACT, City Proiect No. 22 AUCRC-2026 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 31 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 8, 2023 City Project No. AUCRC-2026 0061 14-2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 07 day of 3 May 120 26 , 4 5 6 7 8 9 t0 11 12 PRINCIPAL: C.C. Zamora Construction, Inc. ATTEST: BY: Signature ,�Z_ - y (Princtpal) Secretary 01� /') Jnse�� ATTEST: (Su ty) Secretary y Wi7 as to urety Brandon Peters, Chief Executive Officer Name and Title Address: 3815 Austin Lane Fort Worth, TX 76111 SURETY: American Alternative Insurance Corporation BY: Il� F E,46CG e Signature Nicole E. Schmalz, Attorney -In -Fact Name and Title Address: 555 College Rd. E. Princeton, NJ 08540 Telephone Number: 609-951-8295 Email Address: nicole@schmalzsurety.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 Or FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 8, 2023 City Project No. AUCRC-2026 CERTIFIED COPY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the AMERICAN ALTERNATIVE INSURANCE CORPORATION, a corporation organized and existing by virtue of the laws of the State of Delaware ("Corporation") with offices at 555 College Road East, Princeton, N.J. 06543, has made, constituted and appointed, and by these presents, does make, constitute and appoint: Nicole E. Schmalz and Eric Schmalz its true and lawful Attorneys -in -Fact, at Princeton, in the State of New Jersey, each of them alone to have full power to act without the other or others, to make, execute and deliver on its behalf, as Surety or Co -surety, bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents orstipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate said Company for any portion of the penal sum thereof in excess of the sum of One Hundred Fifty Million Dollars 15150.000.000.001. Such bonds and undertakings for said purposes, when duly executed by said Attorneys) -in -Fact, shall be binding upon said Company as fully and to the same extent as if signed by the President of said Company under its corporate seal attested by its Secretary. This appointment is made under and by authority of a certain Resolution adopted at a meeting of the Board of Directors of said Company duly held on the 27th day of August, 1975, a copy of which appears below_ IN WITNESS WHEREOF, the AMERICAN ALTERNATIVE INSURANCE CORPORATION has caused its corporate seal to be hereunto affixed, and these presents to be signed by its duly authorized officers this 9th day of January, 2026, `0\1111111111e111,1j caRPORgrF 9% By: „IFopE�?,;s Ki_ Cathy Smith President STATE OF NEW JERSEY, COUNTY OF MIDDLESEX 4 Attest: . 1.: .- .-.-..9b I.] Ignacio Rivera General Counsel & Secretary The foregoing instrument was acknowledged before me by means of online notarization this 9th day of January, 2026, by Cathy Smith and Ignacio Rivera, who are personally known to me. BETH COHAN-CHIN Beth Cohan -Chin Notary Stamp Commission #2209356 here Notary Public, State of New Jersey Beth Cohan -Chin, Notary Public My Commission Expires February 2, 2028 State of New Jersey My Commission Expires February 2, 2028 SECRETARY'S CERTIFICATE The undersigned, Ignacio Rivera, hereby certifies: 1. That the undersigned is Secretary of American Alternative Insurance Corporation, a corporation ofthe State of Delaware; 2. That the original power ofattorney of which the foregoing is a copy was duly executed on behalf ol'said Corporation on the day of its date, and has not since been revoked, amended or modified; that the undersigned has compared the foregoing copy thereof with said original power of attorney, and that the same is a true and correct copy of said original power of attorney and of the whole thereof, 3. That the original resolution ofwhich the following is a copy was duly adopted at, and recorded in the minutes of, a regular meeting ofthe Board of Directors of said Corporation duly held on August 4, 1998, and has not since been revoked, amended or modified. RESOLVED, that each ofthe following officers ofthis Corporation, namely, the President, the Executive Vice President, the Senior Vice Presidents, and the Vice Presidents, be, and they hereby are, authorized, from time to time in their discretion, to appoint such agent or agents or attorney or attorneys -in -fact as deemed by them necessary or desirable for the purpose of eanying on this Corporation's business, and to empower such agent Or agents or allonicy or attomeys-in-fact to execute and deliver, in this Corporation's name and on its behalf, and under its seal or otherwise, surety bonds, surety undertakings or surety contracts made by this Corporation as surety thereon. RESOLVED, that the signature of any authorized officer ofthe Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney and revocation of any power of attorney or certificate of either given for the execution of any surety bond. surety undertaking, or surety contract, such signature and seal, when so used being hereby adopted by the Corporation as the original signature of such officer and the original seal ofthe Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed. FURTHER RESOLVED, that any prior appointments by the Corporation ofMGAs are, in all respects, hereby ratified, confirmed and approved. FURTHER RESOLVED, that the Secretary or any Assistant Secretary ofthis Corporation is hereby authorized to certify and deliver to any person to whom such certification and delivery may be deemed necessary and desirable in the opinion of such Secretary or Assistant Secretary, a true copy ofthe foregoing resolution. 4. The undersigned has compared the foregoing copies ofsaid original resolutions as so recorded, and they are the same true and correct copies ofsaid original resolutions as so recorded and ofthe whole thereof. Witness the hand ofthe undersigned anJ the seal of said Comoration this 07 day of May 2026 AMERICAN ALTERNATIVE iNSL?RANGE CORPORATION ��:•�oRPOR4rF �� _� Ignacio Rivera General Counsel & Secretary TRS-1001-1 ,�4lftiFiiEta�ta . IMPORTANT NOTICE TO ALL TEXAS POLICYHOLDERS IMPORTANT NOTICE To obtain information or make a complaint: You may call American Alternative Insurance Corporation toll -free telephone number for information or to make a complaint at: 1-609-243-4757 You may also write to American Alternative Insurance Corporation at: American Alternative Insurance Corporation 555 College Rd. E. Princeton, NJ 08540 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 149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: http:/iwww.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 American Alternative Insurance Corporation 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. 00 ML0042 44 04 16 AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de American Alternative Insurance Corporation para informacion o para someter una queja al: 1-609-951-8295 Usted tambien puede escribir a American Alternative Insurance Corporation: American Alternative Insurance Corporation 555 College Rd. E. Princeton, NJ 08540 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P.O. Box 149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el American Alternative Insurance Corporation primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. 0061 19-1 MAINTENANCE BOND Paw I of 3 1 SECTION 00 6119 Bond Number: S7A2S00007808 2 MAINTENANCE BOND 3 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF TARRANT § 8 That we C.C. Zamora Construction, Inc. known as 9 "Principal" herein and American Alternative Insurance Corporation a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" I I herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 12 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the sum 13 of Five Hundred Thousand & 00/100 Dollars ($500.000.00), lawful money of the United States, 14 to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made 15 unto the City and its successors, we bind ourselves, our heirs, executors, administrators, successors 16 and assigns, jointly and severally, firmly by these presents. rVA 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the 07 day of May , 20 26 , which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, 21 equipment labor and other accessories as defined by law, in the prosecution of the Work, including 22 any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as 23 provided for in said contract and designated as ASPHALT UTILITY CUT REPAIR CONTRACT 24 City Proiect No. AUCRC-2026 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 remain 28 free from defects in materials or workmanship for and during the period of two (2) years after the 29 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. 33 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised September 19, 2025 City Project No, AIJCRC-2026 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0061 19-2 MAINTENANCE BOND Page 2 of 3 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH ASPHALr UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised September 19.2025 City Project No. AUCRC-2026 0061 19 - 3 MAINTENANCE BOND Page 3 of 3 I 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 07 _ day of May 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 37 38 39 40 41 42 ATTEST: rinci al) Secret CA fitness as to nn pal ATTEST: (S rety) Secretary ' 7ss as to urety or PRINCIPAL: C.C. Zamora Construction, Inc. BY: Signature 4 Brandon Peters, Chief Executive Officer Name and Title Address: 3815 Austin Lane Fort Worth, TX 76111 SURETY: American Alternative Insurance Corporation BY: _"Imk ( . Signature Nicole E. Schmalz, Attorney -In -Fact Name and Title Address: 555 College Rd. E. Princeton, NJ 08540 Telephone Number: 609-951-8295 Email Address: nlcole(Mschmalzaurety.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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised September 19.2025 City Project No. AUCRC-2026 CERTIFIED COPY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the AMERICAN ALTERNATIVE INSURANCE CORPORATION, a corporation organized and existing by virtue of the laws ofthe State of Delaware ("Corporation") with offices at 555 College Road East, Princeton, N.J. 08543, has made, constituted and appointed, and by these presents, does make, constitute and appoint: Nicole E. Schmalz and Eric Schmalz its true and lawful Attorneys -in -Fact, at Princeton, in the State of New Jersey, each of them alone to have full power to act without the other or others, to make, execute and deliver on its behalf, as Surety or Co -surety, bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents orstipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate said Company for any portion of the penal sum thereof in excess of the sum of One Hundred Fifty Million Dollars ($150 000 000 00). Such bonds and undertakings for said purposes, when duly executed by said Attomey(s)-in-Fact, shall be binding upon said Company as fully and to the same extent as if signed by the President of said Company under its corporate seal attested by its Secretary. This appointment is made under and by authority of a certain Resolution adopted at a meeting of the Board of Directors of said Company duly held on the 27th day of August, 1975, a copy of which appears below. IN WITNESS WHEREOF, the AMERICAN ALTERNATIVE INSURANCE CORPORATION has caused its corporate seal to be hereunto affixed, and these presents to be signed by its duly authorized officers this 9th day of January, 2026. ``aau MIN ,�apZ1VE•,SUgyy ?COµPORgTF�q? By: s: SEAL: �% s •.,1923• .•� ,.� ''�eeune�uuna"�� Now. Cathy Smith President STATE OF NEW JERSEY, COUNTY OF MIDDLESEX Attest: Ignacio Rivera General Counsel & Secretary The foregoing instrument was acknowledged before me by means of online notarization this 9th day of January, 2026, by Cathy Smith and Ignacio Rivera, who are personally known to me. BETH COHAN-CIIIN Beth Cohan -Chin Notary Stamp Commission 42209356 here Notary Public. State ofNew Jersey Beth Cohan -Chin, Notary Public My Commission Expires February 2, 2028 State of New Jersey My Commission Expires February 2, 2028 SECRETARY'S CERTIFICATE The undersigned, Ignacio Rivera, hereby certifies: 1. That the undersigned is Secretary of American Altemative Insurance Corporation, a corporation of the State of Delaware; 2. That the original power of attorney of which the foregoing is a copy was duly executed on behalf of said Corporation on the day of its date, and has not since been revoked, amended or modified, that the undersigned has compared the foregoing copy thereof\with said original power ofattorney, and that the same is a true and correct copy of said original power of attorney and ofthe whole thereof, 3. That the original resolution ofwhich the following is a copy was duly adopted at, and recorded in the minutes of, a regular meeting ofthe Board of Directors of said Corporation duly held on August 4, 1998, and has not since been revoked, amended or modified. RESOLVED, that each ofthe following officers of this Corporation, namely, the President, the Executive Vice President, the Senior Vice Presidents, and the Vice Presidents, be, and they hereby are, authorized, from time to time in their discretion, to appoint such agent or agents or attorney or attorneys -in -fact as deemed by them necessary or desirable for the purpose ofcarrying on this Corporation's business, and to empower such agent or agents or attorney or attorneys -in -fact to execute and deliver, in this Corporation's name and on its behalf. and under its seal or otherwise, surety bonds, surety undertakings or surety contracts made by this Corporation as surety thereon. RESOLVED, that the signature of any authorized officer ofthe Corporation and the Corporation's seal may be atlixed by facsimile to any power of attorney and revocation of any power of attomey or certificate of either given for the execution of any surety bond, surety undertaking, or surety contract, such signature and seal, when so used being hereby adopted by the Corporation as the original signature of such officer and the original seal ofthe Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed. FURTHER RESOLVED, that any prior appointments by the Corporation of MGAs are, in all respects, hereby ratified, confirmed and approved. FURTHER RESOLVED, that the Secretary or any Assistant Secretary ofthis Corporation is hereby authorized to certify and deliver to any person to whom such certification and delivery may be deemed necessary and desirable in the opinion ofsuch Secretary or Assistant Secretary, a true copy ofthe foregoing resolution. 4. The undersigned has compared the foregoing copies of said original resol utions as so recorded, and they are the same true and correct copies of said original resolutions as so recorded and of the whole thereof Witness the [land ofthe undersigreJand the &e,wof;aidCorporation this 07 day of May `, 2026 AMERICAN ALTERNATIVE INSURANCE CORPORATION , eL Ignacio Rivera General Counsel & Secretary TRS-1001-1 IMPORTANT NOTICE TO ALL TEXAS POLICYHOLDERS IMPORTANT NOTICE To obtain information or make a complaint: You may call American Alternative Insurance Corporation toll -free telephone number for information or to make a complaint at: 1-609-243-4757 You may also write to American Alternative Insurance Corporation at: American Alternative Insurance Corporation 555 College Rd. E. Princeton, NJ 08540 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 149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: hftp://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 American Alternative Insurance Corporation 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. 00 ML0042 44 04 16 AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de American Alternative Insurance Corporation para informacion o para someter una queja al: 1-609-951-8295 Usted tambien puede escribir a American Alternative Insurance Corporation: American Alternative Insurance Corporation 555 College Rd. E. Princeton, NJ 08540 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P.O. Box 149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: httpJ/www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el American Alternative Insurance Corporation primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condition del documento adj u nto. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2 — Preliminary Matters......................................................................................................................... 7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work.......................................................................................................................... 8 2.04 Before Starting Construction........................................................................................................ 8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting.............................................................................................................................. 8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 Article 3 — Contract Documents: Intent, Amending, Reuse............................................................................ 8 3.01 Intent.............................................................................................................................................. 8 3.02 Reference Standards...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies....................................................................................... 9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................ I I Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5 — Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance, Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6 — Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment........................................................................................... 20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and "Or-Equals"....................................................................................................... 21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties........................................................................................................... 26 6.09 Permits and Utilities.................................................................................................................... 27 6.10 Laws and Regulations................................................................................................................. 27 6.11 Taxes...........................................................................................................................................28 6.12 Use of Site and Other Areas....................................................................................................... 28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs............................................................................................. 30 6.17 Emergencies and/or Rectification............................................................................................... 30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work................................................................................................................... 32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification......................................................................................................................... 33 6.22 Delegation of Professional Design Services..............................................................................34 6.23 Right to Audit.. : ... * ............... .............. * ............. .............. ... ..... 34 6.24 Nondiscrimination.......................................................................................................................35 Article 7 - Other Work at the Site................................................................................................................... 35 7.01 Related Work at Site................................................................................................................... 35 7.02 Coordination................................................................................................................................36 Article 8 - City's Responsibilities................................................................................................................... 36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due............................................................................................................................ 36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals.............................................................................................. 36 8.07 Limitations on City's Responsibilities....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program............................................................................................... 37 Article 9 - City's Observation Status During Construction...........................................................................37 9.01 City's Project Manager............................................................................................................37 9.02 Visits to Site................................................................................................................................ 37 9.03 Authorized Variations in Work.................................................................................................. 38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 Article 10 - Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work............................................................................................... 38 10.02 Unauthorized Changes in the Work........................................................................................... 39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety.................................................................................................................. 39 10.06 Contract Claims Process.............................................................................................................40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................ 46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................ 48 13.02 Access to Work........................................................................................................................... 48 13.03 Tests and Inspections.................................................................................................................. 48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................ 50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 - Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments...................................................................................................................... 52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release........................................................ 56 14.09 Waiver of Claims........................................................................................................................ 57 Article 15 - Suspension of Work and Termination........................................................................................ 57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause................................................................................................... 58 15.03 City May Terminate For Convenience.......................................................................................60 Article 16 - Dispute Resolution...................................................................................................................... 61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 Article 17 — Miscellaneous ............... 17.01 Giving Notice ............... 17.02 Computation of Times, 17.03 Cumulative Remedies., 17.04 Survival of Obligations 17.05 Headings ....................... CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 ................................. 62 ................................. 62 ................................. 62 ................................. 62 ................................. 63 ................................. 63 00 72 00 - 1 GENERAL CONDITIONS Pagel of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 2 of 63 12. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 18. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 21. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 22. Contractor —The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 3 of 63 24. Damage Claims — A demand for money or services arising from the Project or Site from a third parry, City or Contractor exclusive of a Contract Claim. 25. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 32. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 4 of 63 37. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 38. General Requirements —Sections of Division 1 of the Contract Documents. 39. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 42. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 44. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs —Polychlorinated biphenyls. 48. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 49. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 5 of 63 50. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 51. Project —The Work to be performed under the Contract Documents. 52. Project Manager —The authorized representative of the City who will be assigned to the Site. 53. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 55. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 56. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 57. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 58. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 59. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 60. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 61. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 6 of 63 62. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Substantial Completion — The stage in the progress of the Project when the Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier=A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69 Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms orAdjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to the Public Meeting if scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are subnuttcd to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting parry to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named i£ a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Small Business Goal Compliance: It is City policy to foster competition, expand the supplier base, and promote and encourage the participation of small business firms in the City's contracting opportunities. If the Contract Documents provide for a small business goal, Contractor shall comply with the City's Small Business Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a contracted small business and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted small businesses without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by the small business(es). Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for the disqualification of the Contractor to bid on future contracts with the City for a period of not less than one year. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 25 of 63 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Affadavit. Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code related to paying prevailing wage rates on completion of the project. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: htWs://comptroller.texas.gov/taxes/permit/ 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the parry making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.1 or specifically covered by Paragraph 11.0LAA, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs I1.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 UnitPrice Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if- 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.0l.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.0l.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.Q. C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.0l.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0l.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work maybe rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as described in subsection C. unless otherwise stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor; or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective or completed Work has been damaged by the Contractor or subcontractors requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement will be assessed against the monies due the Contractor, not as a penalty, but as damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any part of the Work which has specifically been identified in the Contract Documents, or which City determines constitutes a separately functioning and usable part of the Work that can be used for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final -Inspection A. Upon written notice from Contractor that the entire Work is Substantially Complete in accordance with the Contract Documents: 1. Within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective ("Punch List Items"). Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification to the City of Substantial Completion and the date of Final Inspection. 1. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 2. Should the City concur that Substantial Completion has been achieved with the exception of any Punch List Items, Contract Time will resume for the duration it takes for Contractor to achieve Final Acceptance. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments for employees, subcontractors, and suppliers; and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirins, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — NUSCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 73 00 SUPPLEMENTARY CONDITIONS SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions Page 1 of 6 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of August 11, 2026: 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 19, 2025 City Project No. AUCRC-2026 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 August 11, 2026 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: None. The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None. SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None. SC-5.02 Performance Payment, and Maintenance Bonds Delete 5.02 B 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: None. (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 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 19, 2025 City Project No. AUCRC-2026 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 6 $500,000 Disease - policy limit SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "Y", "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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised September 19, 2025 $Confirm Limits with Railroad $Confirm Limits with Railroad X Not required for this Contract ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 6 With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on 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 1 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: GC-6.07 Wage Rates A copy of the table is also available by accessing the City's website at: https://apps.fortworthtexas.zov/Proi 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: None. SC-6.09B. "City obtained permits and licenses" CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 19, 2025 City Project No. AUCRC-2026 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 6 The following are known permits and/or licenses required by the Contract to be acquired by the City: None. SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of August 11, 2026. Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None. 6.20 Contractor's General Warranty and Guarantee Revise Section D as follows: 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. The City will give notice of observed defects with reasonable promptness. 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 Lawrence Hamilton or his/her successor pursuant to written notification from the Director of Water Department SC-13.03C., "Tests and Inspections" None. SC-16.01C.1, "Methods and Procedures" None. END OF SECTION CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 19, 2025 City Project No. AUCRC-2026 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of 6 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. 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 TxDOT specifications 9/19/25 Michael Owen SC 6.20 Revised Contractors General Warranty and Guarantee language if using TxDOT specifications CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 19, 2025 City Project No. AUCRC-2026 011100-1 SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART1-GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 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: 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. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 may be stored in such space, but no more than is necessary to avoid delay in the construction operations. b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed 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. 1.5 SUBMITTALS [NOT USED] CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 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 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. 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 are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM 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 Recommended Not recommended Received late By Date _ Remarks Date Rejected CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 1 2 3 PART1- GENERAL SECTION 013119 PRECONSTRUCTION MEETING 013119-1 PRECONSTRUCTION MEETING Pagel of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 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 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 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 ff. 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 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9/l/2025 M Owen Deleted Section 1.4 B.5..hh, due to new Small Business Ordinance CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised September 1, 2025 City Project No. AUCRC-2026 SECTION 013120 PROJECT MEETINGS 7\ R 61 0101!U& 1 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 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 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 £ 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 in. 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 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] f It►` IX11 �11 x40 IITO 0i Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 1 SECTION 0132 16 2 CONSTRUCTION SCHEDULE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 D. Purpose 16 The City of Fort Worth (City) is committed to delivering quality, cost-effective 17 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 18 properly structured schedule with accurate updates. This supports effective monitoring 19 of progress and is input to critical decision making by the project 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised October 6, 2023 City Project No. AUCRC-2026 0132 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 party 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised October 6, 2023 City Project No. AUCRC-2026 013216-3 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 1.4.H 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 0132 16.2 Construction Project Schedule Progress 38 Example. 39 D. City Standard Schedule requirements 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised October 6, 2023 City Project No. AUCRC-2026 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 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 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 H North Montgomery Street MAC_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 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 1 The City's standard calendar for schedule development purposes is based on a 5-day 2 workweek and accounts for the City's nine standard holidays (New Years, Martin 3 Luther King, Memorial, Juneteenth, Independence, Labor, Thanksgiving, day after 4 Thanksgiving, and Christmas). The Contractor will establish a schedule calendar as 5 part of the schedule development process and provide to the Project Control Specialist 6 as part of the basis for their schedule. Variations between the City's calendar and the 7 Contractor's calendar must be resolved prior to the City's acceptance of their Baseline 8 project schedule. 9 10 H. WBS & Milestone Standards for Schedule Development 11 The scope of work to be accomplished by the Contractor is represented in the schedule 12 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 13 development of the schedule activities and shall be imbedded and depicted in the 14 schedule. 15 16 The following is a summary of the standards to be followed in preparing and 17 maintaining a schedule for project delivery. 18 19 1. Contractor is required to utilize the City's WBS structure and respective 20 project type template for "Construction" as shown in Section 1.4.1-1 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised October 6, 2023 City Project No. AUCRC-2026 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 013216-6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 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 XXXXXX.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 XX XXX.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 XXXXXX.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 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 013216-7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 I Activity ID Activity Name 2 Design 3 3020 Award Design Agreement 4 3040 Issue Notice to Proceed - Design Engineer 5 3100 Design Kick-off Meeting 6 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, 7 Water & Sewer 8 3150 Peer Review Meeting/Design Review meeting (technical) 9 3160 Conduct Design Public Meeting #1 (required) 10 3170 Conceptual Design Complete 11 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, 12 Parks, Storm Water, Water & Sewer 13 3250 Conduct Design Public Meeting #2 (required) 14 3260 Preliminary Design Complete 15 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 16 Water & Sewer 17 3330 Conduct Design Public Meeting #3 (if required) 18 3360 Final Design Complete 19 ROW & Easements 20 4000 Right of Way Start 21 4230 Right of Way Complete 22 Utility Relocation 23 7000 Utilities Start 24 7120 Utilities Cleared/Complete 25 Construction 26 Bid and Award 27 8110 Start Advertisement 28 8150 Conduct Bid Opening 29 8240 Award Construction Contract 30 Construction Execution 31 8330 Conduct Construction Public Meeting #4 Pre -Construction 32 8350 Construction Start 33 8370 Substantial Completion 34 8540 Construction Completion 35 9130 Notice of Completion/Green Sheet 36 9150 Construction Contract Closed 37 9420 Design Contract Closed 38 39 1.4 SUBMITTALS 40 A. Schedule Submittal & Review 41 The City's Project Manager is responsible for reviews and acceptance of the Contractor's 42 schedule. The City's Project Control Specialist is responsible for ensuring 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised October 6, 2023 City Project No. AUCRC-2026 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 013216-8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in .xls or .xlsx format in compliance with the sample layout (See Specification 0132 16.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial & Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose at least 5 working days prior to Pre Construction Meeting. The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format & VWBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing (within five workdays) their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule (Progress Schedule) by the last day of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re -submits the corrected Progress Schedule within 5 workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date 0 % Complete • Float • Activity Logic (dependencies) • Critical Path • Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 013216-9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 B. M nthly 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 0132 16.1 Construction Project Schedule Baseline Example 31 Spec 0132 16.2 Construction Project Schedule Progress Example 32 Spec 0132 16.3 Construction Project Schedule Progress Narrative 33 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised October 6, 2023 City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised October 6, 2023 City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 SECTION 0133 00 SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 SUBMITTALS Page 1 of 8 1. 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 f) 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 01 33 00 - 2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: [11CZGi1ZIZ1a1Z: 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 1/2 inches x 11 inches to 8 1/2 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 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 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 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. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the Submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 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. 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 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) 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 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] CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 013513-1 SPECIAL PROJECT PROCEDURES Pagel of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Use of Explosives, Drop Weight, Etc. 11 e. Water Department Notification 12 f. Public Notification Prior to Beginning Construction 13 g. Coordination with United States Army Corps of Engineers 14 h. Coordination within Railroad permits areas 15 1. Dust Control 16 j. Employee Parking 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. None. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 21 2. Division I — General Requirements 22 3. Section 33 12 25 — Connection to Existing Water Mains 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Coordination within Railroad permit areas 26 a. Measurement 27 1) Measurement for this Item will be by lump sum. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 will be paid for at the lump sum price bid for Railroad Coordination. 31 c. The price bid shall include: 32 1) Mobilization 33 2) Inspection 34 3) Safety training 35 4) Additional Insurance 36 5) Insurance Certificates 37 6) Other requirements associated with general coordination with Railroad, 38 including additional employees required to protect the right-of-way and 39 property of the Railroad from damage arising out of and/or from the 40 construction of the Project. 41 2. Railroad Flagmen 42 a. Measurement CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised March 11, 2022 City Project No. AUCRC-2026 01 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 1) M asurement for this Item will be per working day. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 will be paid for each working day that Railroad Flagmen are present at the 5 Site. 6 c. The price bid shall include: 7 1) Coordination for scheduling flagmen 8 2) Flagmen 9 3) Other requirements associated with Railroad 10 3. All other items 11 a. Work associated with these Items is considered subsidiary to the various Items 12 bid. No separate payment will be allowed for this Item. 13 1.3 REFERENCES 14 A. Reference Standards 15 1. Reference standards cited in this Specification refer to the current reference 16 standard published at the time of the latest revision date logged at the end of this 17 Specification, unless a date is specifically cited. 18 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 19 High Voltage Overhead Lines. 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination with the Texas Department of Transportation 22 1. When work in the right-of-way which is under the jurisdiction of the Texas 23 Department of Transportation (TxDOT): 24 a. Notify the Texas Department of Transportation prior to commencing any work 25 therein in accordance with the provisions of the permit 26 b. All work performed in the TxDOT right-of-way shall be performed in 27 compliance with and subject to approval from the Texas Department of 28 Transportation 29 B. Work near High Voltage Lines 30 1. Regulatory Requirements 31 a. All Work near High Voltage Lines (more than 600 volts measured between 32 conductors or between a conductor and the ground) shall be in accordance with 33 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 34 2. Warning sign 35 a. Provide sign of sufficient size meeting all OSHA requirements. 36 3. Equipment operating within 10 feet of high voltage lines will require the following 37 safety features 38 a. Insulating cage -type of guard about the boom or arm 39 b. Insulator links on the lift hook connections for back hoes or dippers 40 c. Equipment must meet the safety requirements as set forth by OSHA and the 41 safety requirements of the owner of the high voltage lines 42 4. Work within 6 feet of high voltage electric lines 43 a. Notification shall be given to: 44 1) The power company (example: ONCOR) CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised March 11, 2022 City Project No. AUCRC-2026 0135 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a) Maintain an accurate log of all such calls to power company and record 2 action taken in each case. 3 b. Coordination with power company 4 1) After notification coordinate with the power company to: 5 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 6 lower the lines 7 c. No personnel may work within 6 feet of a high voltage line before the above 8 requirements have been met. 9 C. Confined Space Entry Program 10 1. Provide and follow approved Confined Space Entry Program in accordance with 1 1 OSHA requirements. 12 2. Confined Spaces include: 13 a. Manholes 14 b. All other confined spaces in accordance with OSHA's Permit Required for 15 Confined Spaces 16 D. TCEQ Air Permit 17 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 18 E. Use of Explosives, Drop Weight, Etc. 19 1. When Contract Documents permit on the project the following will apply: 20 a. Public Notification 21 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 22 prior to commencing. 23 2) Minimum 24 hour public notification in accordance with Section 0131 13 24 F. Water Department Coordination 25 1. During the construction of this project, it will be necessary to deactivate, for a 26 period of time, existing lines. The Contractor shall be required to coordinate with 27 the Water Department to determine the best times for deactivating and activating 28 those lines. 29 2. Coordinate any event that will require connecting to or the operation of an existing 30 City water line system with the City's representative. 31 a. Coordination shall be in accordance with Section 33 12 25. 32 b. If needed, obtain a hydrant water meter from the Water Department for use 33 during the life of named project. 34 c. In the event that a water valve on an existing live system be turned off and on 35 to accommodate the construction of the project is required, coordinate this 36 activity through the appropriate City representative. 37 1) Do not operate water line valves of existing water system. 38 a) Failure to comply will render the Contractor in violation of Texas Penal 39 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 40 will be prosecuted to the full extent of the law. 41 b) In addition, the Contractor will assume all liabilities and 42 responsibilities as a result of these actions. 43 G. Public Notification Prior to Beginning Construction CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised March 11, 2022 City Project No. AUCRC-2026 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 01 35 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 8 Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) City of Fort Worth Door Hangers will be provided to the Contractor for distribution with their notice. 4) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 5) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer and door hangers are delivered to all residents of the block. H. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. I. Coordination with United States Army Corps of Engineers (USACE) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised March 11, 2022 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 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 0135 13 - 5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. J. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. K. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. L. Employee Parking I. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised March 11, 2022 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 0135 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL 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 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit Remove references to Air Pollution watch Days and NCTCOG Clean construction 3/11/2022 M Owen Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised March 11, 2022 City Project No. AUCRC-2026 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 01 35 13 -7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised March 11. 2022 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 0 2 3 4 Date: EXHIBIT B FoRTWORTH. DOE NO. XXXX Project Name: 0135 13 - 8 SPECIAL PROJECT PROCEDURES Page 8 of 8 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF _ AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised March 11, 2022 CONTRACTOR ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised March 9, 2020 City Project No. AUCRC-2026 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] fl�:�► /\ ►Y Y Yit;/�►Cy �u /V Y �� /\ If.Yil �3►� f f YI r\ 1f.`l1►[�7111iL`I�117� 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. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised March 9, 2020 City Project No. AUCRC-2026 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page I of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work, including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 3. Specification 33 04 30 —Temporary Water Facilities 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various Items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Temporary Utilities 26 1. Obtaining Temporary Service 27 a. Make arrangements with utility service companies for temporary services. 28 b. Abide by rules and regulations of utility service companies or authorities 29 having jurisdiction. 30 c. Be responsible for utility service costs until Work is approved for Final 31 Acceptance. 32 1) Included are fuel, power, light, heat and other utility services necessary for 33 execution, completion, testing and initial operation of Work. 34 2. Water 35 a. Contractor to provide water required for and in connection with Work to be 36 performed and for specified tests of piping, equipment, devices or other use as 37 required for the completion of the Work. 38 b. Provide and maintain adequate supply of potable water for domestic 39 consumption by Contractor personnel and City's Project Representatives. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised 9/19/2025 City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 I 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised 9/19/2025 City Project No. AUCRC-2026 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR] / [RESTORATION] 2 3.6 RE -INSTALLATION 3 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 15 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9/19/25 M Owen I.I. 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised 9/19/2025 City Project No. AUCRC-2026 01 55 26 - 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A.Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 3. Texas Department of Transportation Barricade and Construction and Work Zone 27 Standards 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Traffic Control 30 1. General 31 a. Contractor shall minimize lane and road closures and impact to 32 vehicular/pedestrian traffic. 33 b. On Arterials or streets located in the Central Business District, lane closures 34 should be limited to between 9 AM and 4 PM, unless approved by the City. 35 c. When traffic control plans are included in the Drawings, provide Traffic 36 Control in accordance with Drawings and Section 34 71 13. 37 d. When traffic control plans are not included in the Drawings, prepare traffic 38 control plans in accordance with Section 34 71 13 and submit to the City for 39 review. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for review of the proposed Traffic 2 Control. 3 2) A traffic control "Typical" published by City of Fort Worth, the TMUTCD 4 or Texas Department of Transportation (TxDOT) can be used as an 5 alternative to preparing project/site specific traffic control plan if the typical 6 is applicable to the specific project/site. 7 B. Street Use Permit 8 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 9 a. To obtain a Street Use Permit, complete the application and submit the Traffic 10 Control Plans to the City Transportation and Public Works Department. 11 1) Allow a minimum of 5 working days for permit review. 12 2) It is the Contractor's responsibility to coordinate review of Traffic Control 13 plans for Street Use Permit, such that construction is not delayed. 14 C. Modification to Approved Traffic Control 15 1. Prior to installation of traffic control devices: 16 a. Submit revised traffic control plans to City's Department of Transportation and 17 Public Works. 18 1) Revise Traffic Control plans in accordance with Section 34 71 13 and 19 TMUTCD. 20 2) Allow minimum 5 working days for review of revised Traffic Control. 21 3) It is the Contractor's responsibility to coordinate review of Traffic Control 22 plans for Street Use Permit, such that construction is not delayed. 23 D. Removal of Street Sign 24 1. If it is determined that a street sign must be removed for construction, then contact 25 City Transportation and Public Works Department, Signs and Markings Division to 26 remove the sign. 27 E. Temporary Signage 28 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 29 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 30 Devices (MUTCD). 31 2. Install temporary sign before the removal of permanent sign. 32 3. When construction is complete, to the extent that the permanent sign can be 33 reinstalled, contact the City Transportation and Public Works Department, Signs 34 and Markings Division, to reinstall the permanent sign. 35 F. Traffic Control Standards 36 1. Traffic Control Standards can be found on the City's website. 37 1.5 SUBMITTALS [NOT USED] 38 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" i 3/22/2021 M Owen applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit 1.3 Referenced TxDOT Barricade and Construction and Work Zone Standards 1.4 A. 1. Added restrictions in CBD (9am to 4pm) 6/05/2026 M Owen 1.4 A. 1. d) Updated review time for TCP to 5 days 1.4 B. 1. Application is required CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 5713 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 I 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 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. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 0133 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 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 0133 00. 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] 04MIX110M014111 cowl Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 SECTION 0158 13 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY 0158 13- 1 TEMPORARY PROJECT SIGNAGE Pagel 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 USEDI 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 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 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 USEDI 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised March 9, 2020 City Project No. AUCRC-2026 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] Ili IXG-OLIXO M 110 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. Magaiia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised March 9, 2020 City Project No. AUCRC-2026 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: I . 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 l . Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 016600-2 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 016600-3 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 dalnaged, 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 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 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 3. Mobilizations and Demobilization for Miscellaneous Projects CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised November 22, 2016 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 I a. Mobilization and Demobilization 2 1) Mobilization shall consist of the activities and cost on a Work Order basis 3 necessary for: 4 a) Transportation of Contractor's personnel, equipment, and operating 5 supplies to the Site for the issued Work Order. 6 b) Establishment of necessary general facilities for the Contractor's 7 operation at the Site for the issued Work Order 8 2) Demobilization shall consist of the activities and cost necessary for: 9 a) Transportation of Contractor's personnel, equipment, and operating 10 supplies from the Site including disassembly for each issued Work 11 Order 12 b) Site Clean-up for each issued Work Order 13 c) Removal of all buildings or other facilities assembled at the Site for 14 each Work Oder 15 b. Mobilization and Demobilization do not include activities for specific items of 16 work for which payment is provided elsewhere in the contract. 17 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 18 a. A Mobilization for Miscellaneous Projects when directed by the City and the 19 mobilization occurs within 24 hours of the issuance of the Work Order. 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1— General Requirements 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment [Consult City Department/Division for direction on if 27 Mobilization pay item to be included or the item should be subsidiary. Include the 28 appropriate Section 1.2 A. 1.] 29 1. Mobilization and Demobilization 30 a. Measure 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 37 2. Remobilization for suspension of Work as specifically required in the Contract 38 Documents 39 a. Measurement 40 1) Measurement for this Item shall be per each remobilization performed. 41 b. Payment 42 1) The work performed and materials furnished in accordance with this Item 43 and measured as provided under "Measurement" will be paid for at the unit 44 price per each "Specified Remobilization" in accordance with Contract 45 Documents. 46 c. The price shall include: CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised November 22, 2016 City Project No. AUCRC-2026 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 l.l.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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised November 22, 2016 City Project No. AUCRC-2026 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE [NOT USED] 3 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 5 1.12 WARRANTY [NOT USED] 6 PART 2 - PRODUCTS [NOT USED] 7 PART 3 - EXECUTION [NOT USED] 8 7 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised November 22, 2016 City Project No. AUCRC-2026 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 017123 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY 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 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. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised February 14, 2018 City Project No. AUCRC-2026 017123-2 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised February 14, 2018 City Project No. AUCRC-2026 017123-3 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] RZI11\ N 116,0m - 117\►[N 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised February 14, 2018 City Project No. AUCRC-2026 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 performed 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) W ter 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised February 14, 2018 City Project No. AUCRC-2026 017123-5 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) W ter 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] 1.12 WARRANTY PART 2 - PRODUCTS 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 Shapefile (.shp) CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised February 14, 2018 City Project No. AUCRC-2026 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 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 .0.1 ft 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised February 14, 2018 City Project No. AUCRC-2026 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 or 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 any time 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised February 14, 2018 City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised February 14, 2018 City Project No. AUCRC-2026 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 CLEANING Page I of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related 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. M asurement 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 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. M terial 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 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. M p 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 1 2 3 PART 1 GENERAL 4 1.1 SUMMARY SECTION 0177 19 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 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised March 22, 2021 City Project No. AUCRC-2026 01 77 19 -2 CLOSEOUT REQUIREMENTS Page 2 of 3 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised March 22, 2021 City Project No.AUCRC-2026 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 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 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 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 '/z 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 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 3. 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 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. 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. 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 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 f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 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] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 78 39 - 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 SUBMITTALSANFORMATIONAL 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 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. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until 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] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED JOR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 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. 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised July 1, 2011 City Project No. AUCRC-2026 0241 14 - 1 UTILITY REMOVAL/ABANDONMENT Page 1 of 16 OSECTION 02 4114 UTILITY REMOVAL/ABANDONMENT PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Direction for the removal, abandonment or salvaging of the following utilities: a. Cathodic Protection Test Stations b. Water Lines c. Gate Valves d. Water Valves e. Fire Hydrants f. Water Meters and Meter Box g. Water Sampling Station h. Concrete Water Vaults i. Sanitary Sewer Lines j. Sanitary Sewer Manholes k. Sanitary Sewer Junction Boxes 1. Storm Sewer Lines m. Storm Sewer Manhole Risers n. Storm Sewer Junction Boxes o. Storm Sewer Inlets p. Box Culverts q. Headwalls and Safety End Treatments r. Trench Drains B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 34 13 — Controlled Low Strength Material (CLSM) 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 5. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 6. Section 33 11 11 — Ductile Iron Fittings 7. Section 33 11 13 — Concrete Pressure Pipe, Bar -wrapped, Steel Cylinder Type 8. Section 33 11 14 — Buried Steel Pipe and Fittings 9. Section 33 12 25 — Connection to Existing Water Mains 1.2 PRICE AND PAYMENT PROCEDURES A. Utility Lines 1. Abandonment of Utility Line by Grouting a. Measurement CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 0241 14 - 2 UTILITY REMOVAL/ABANDONMENT Page 2 of 16 1) Measurement for this Item shall be per cubic yard of existing utility line to be grouted. Measure by tickets showing cubic yards of grout applied. 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 per cubic yard of "Line Grouting" for: a) Various types of utility line c. The price bid shall include: 1) Low density cellular grout or CLSM 2) Water 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Utility Line Removal, Separate Trench a. Measurement 1) Measurement for this Item shall be per linear foot of existing utility line to be removed. 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 per linear foot of "Remove Line" for: a) Various types of existing utility line b) Various sizes c. The price bid shall include: 1) Removal and disposal of existing utility pipe 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up Utility Line Removal, Same Trench a. Measurement 1) This Item is considered subsidiary the proposed utility line being installed. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the installation of proposed utility pipe and shall be subsidiary to the unit price bid per linear foot of pipe complete in place, and no other compensation will be allowed. 4. Manhole Abandonment a. Measurement 1) Measurement for this Item will be per each manhole to be abandoned. 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 per each "Abandon Manhole" for: CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 024114-3 UTILITY REMOVAL/ABANDONMENT Page 3 of 16 a) Various diameters b) Various types c. The price bid shall include: 1) Removal and disposal of manhole cone 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Cutting and plugging of existing sewer lines 4) Concrete S) Acceptable material for backfilling manhole void 6) Pavement removal 7) Excavation 8) Hauling 9) Disposal of excess materials 10) Furnishing, placement and compaction of backfill 11) Surface restoration 12) Clean-up 5. Cathodic Test Station Abandonment a. Measurement 1) Measurement for this Item will be per each cathodic test station to be abandoned. 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 per each "Abandon Cathodic Test Station". c. The price bid shall include: 1) Abandon cathodic test station 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up B. W ter Lines and Appurtenances Installation of a Water Line Pressure Plug a. Measurement 1) Measurement for this Item shall be per each pressure plug to be installed. 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 each "Pressure Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing pressure plug 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess material 6) Gaskets 7) Bolts and Nuts CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 0241 14 - 4 UTILITY REMOVAL/ABANDONMENT Page 4 of 16 8) Furnishing, placement and compaction of embedment 9) Furnishing, placement and compaction of backfill 10) Disinfection 11) Testing 12) Clean-up 2. Abandonment of Water Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug installed. 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 each "Water Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up Water Valve Removal a. Measurement 1) Measurement for this Item will be per each water valve to be removed. 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 per each "Remove Water Valve" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of valve 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up Water Valve Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water valve to be removed and salvaged. 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 per each "Salvage Water Valve" for: a) Various sizes CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 0241 14 - 5 UTILITY REMOVAL/ABANDONMENT Page 5 of 16 c. The price bid shall include: 1) Removal and Salvage of valve 2) CLSM 3) Delivery to City 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess materials 8) Furnishing, placement and compaction of backfill 9) Clean-up 5. W ter Valve Abandonment a. Measurement 1) Measurement for this Item will be per each water valve to be abandoned. 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 per each "Abandon Water Valve" for: a) Various Sizes c. The price bid shall include: 1) Abandonment of valve 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 6. Fire Hydrant Removal and Salvage a. Measurement 1) Measurement for this Item will be per each fire hydrant to be removed. 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 per each "Salvage Fire Hydrant'. c. The price bid shall include: 1) Removal and salvage of fire hydrant 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 7. W ter Meter Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water meter to be removed and salvaged. b. Payment CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 0241 14 - 6 UTILITY REMOVAL/ABANDONMENT Page 6 of 16 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 per each "Salvage Water Meter" for: a) Various sizes 2) If a "Water Meter Service Relocate" is performed in accordance with Section 33 12 10, removal and salvage or disposal of the existing (2-inch or smaller) water meter shall be subsidiary to the cost of the "Water Meter Service Relocate", no other compensation will be allowed. c. The price bid shall include: 1) Removal and salvage of water meter 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up Water Sampling Station Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water sampling station to be removed. 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 per each "Salvage Water Sampling Station". c. The price bid shall include: 1) Removal and salvage of water sampling station 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up Concrete Water Vault Removal a. Measurement 1) Measurement for this Item will be per each concrete water vault to be removed. 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 per each "Remove Concrete Water Vault". c. The price bid shall include: 1) Removal and disposal of concrete water vault 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Removal, salvage and delivery of any valves to City, if applicable 4) Removal, salvage and delivery of any water meters to City, if applicable 5) Pavement removal 6) Excavation CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 0241 14 - 7 UTILITY REMOVAL/ABANDONMENT Page 7 of 16 7) Hauling 8) Disposal of excess materials 9) Furnishing, placement and compaction of backfill 10) Clean-up C. Sanitary Sewer Lines and Appurtenances Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug installed. 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 each "Sewer Abandonment Plug" for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Sanitary Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer manhole to be removed. 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 per each "Remove Sewer Manhole" for: a) Various diameters c. The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Cutting and plugging of existing sewer lines 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess materials 8) Furnishing, placement and compaction of backfill 9) Clean-up 3. Sanitary Sewer Junction Structure Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer junction structure being removed. b. Payment CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 024114-8 UTILITY REMOVAL/ABANDONMENT Page 8 of 16 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement' shall be paid for at the lump sum bid per each "Remove Sewer Junction Box" location. c. The price bid shall include: 1) Removal and disposal of junction box 2) Removal, salvage and delivery of frame and cover to City. 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up D. Storm Sewer Lines and Appurtenances 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug to be installed. 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 each "Storm Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Storm Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each storm sewer manhole to be removed. 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 per each "Remove Manhole Riser" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 024114-9 UTILITY REMOVAL/ABANDONMENT Page 9 of 16 Storm Sewer Junction Box Removal a. Measurement 1) Measurement for this Item will be per each storm sewer junction structure to be removed. 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 per each "Remove Storm Junction Box" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of junction box 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 4. Storm Sewer Junction Structure Removal a. Measurement 1) Measurement for this Item will be per each storm sewer junction structure being removed. 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 lump sum bid per each "Remove Storm Junction Structure" location. c. The price bid shall include: 1) Removal and disposal of junction structure 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 5. Storm Sewer Inlet Removal a. Measurement 1) Measurement for this Item will be per each storm sewer inlet to be removed. 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 per each "Remove Storm Inlet' for: a) Various types b) Various sizes c. The price bid shall include: 1) Removal and disposal of inlet 2) Pavement removal 3) Excavation CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 0241 14 - 10 UTILITY REMOVAL/ABANDONMENT Page 10 of 16 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up Storm Sewer Junction Box Removal a. Measurement 1) Measurement for this Item shall be per linear foot of existing storm sewer box to be removed. 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 per linear foot of "Remove Storm Junction Box" for all sizes. c. The price bid shall include: 1) Removal and disposal of Storm Sewer Box 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 7. Headwall/SET Removal a. Measurement 1) Measurement for this Item will be per each headwall or safety end treatment (SET) to be removed. 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 per each "Remove Headwall/SET". c. The price bid shall include: 1) Removal and disposal of Headwall/SET 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 8. Trench Drain Removal a. Measurement 1) Measurement for this Item shall be per linear foot of storm sewer trench drain to be removed. 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 per linear foot of "Remove Trench Drain" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of storm sewer line 2) Pavement removal 3) Excavation CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 0241 14 - 11 UTILITY REMOVAL/ABANDONMENT Page I of 16 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Contact Inspector and the Water Department Field Operation Storage Yard for coordination of salvage material return. 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 A. Storage and Handling Requirements 1. Protect and salvage all materials such that no damage occurs during delivery to the City. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 MATERIALS 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 REMOVAL, SALVAGE, AND ABANDONMENT A. General CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 0241 14-12 UTILITY REMOVAL/ABANDONMENT Page 12 of 16 Manhole Abandonment a. All manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 05 10. c. Remove and salvage manhole frame and cover as coordinated with City. d. Deliver salvaged material to the City. e. Cut and plug sewer lines to be abandoned. f. Backfill manhole void in accordance with City Standard Details. B. Water Lines and Appurtenances Water Line Pressure Plugs a. Ductile Iron Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. b. PVC C900 and C905 Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10 2) Plug using: a) A fabricated plug restrained by welding or by a Snap Ring in accordance with Section 33 11 13; or b) A blind flange in accordance with Section 33 11 13 3) Perform Cut and Plug in accordance with Section 33 12 25. d. Buried Steel Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug using: a) A fabricated plug restrained by welding in accordance with Section 33 11 14; or b) A blind flange in accordance with Section 33 11 14 3) Perform Cut and Plug in accordance with Section 33 12 25. 2. Water Line Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Plug with CLSM in accordance with Section 03 34 13. Water Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater from existing line to be grouted. c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. 4. Water Line Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe line and properly dispose as approved by City. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 0241 14 - 13 UTILITY REMOVAL/ABANDONMENT Page 13 of 16 5. W ter Valve Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and dispose of valve bonnet, wedge and stem. c. Fill valve body with CLSM in accordance with Section 03 34 13. 6. W ter Valve Removal and Salvage a. Excavate and backfill in accordance with Section 33 05 10. b. Remove valve bonnet, wedge and stem. c. Deliver salvaged material to the Water Department Field Operation Storage Yard. d. Protect salvaged materials from damage. e. Fill valve body with CLSM in accordance with Section 03 34 13. 7. W ter Valve Abandonment a. Excavate and backfill in accordance with Section 33 05 10. b. Remove the top 2 feet of the valve stack and any valve extensions. c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 8. Fire Hydrant Removal and Salvage a. Excavate and backfill in accordance with Section 33 05 10. b. Remove Fire Hydrant. c. Place abandonment plug on fire hydrant lead line. d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage Yard. e. Protect salvaged materials from damage. 9. W ter Meter Removal and Salvage a. Remove and salvage water meter. b. Return salvaged meter to Project Representative. c. City will provide replacement meter for installation. d. Meter Box and Lid 1) Remove and salvage cast iron meter box lid. 2) Remove and dispose of any non -cast iron meter box lid. 3) Return salvaged material to the Water Department Field Operation Storage Yard. 4) Remove and dispose of meter box. 10. Water Sample Station Removal and Salvage a. Remove and salvage existing water sample station. b. Deliver salvaged material to the Water Department Field Operation Storage Yard. 11. Concrete Water Vault Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and salvage vault lid. c. Remove and salvage valves. d. Remove and salvage meters. e. Deliver salvaged material to the Water Department Field Operation Storage Yard. f. Remove and dispose of any piping or other appurtenances. g. Demolish and remove entire concrete vault. h. Dispose of all excess materials. 12. Cathodic Test Station Abandonment a. Excavate and backfill in accordance with Section 33 05 10 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 0241 14 - 14 UTILITY REMOVAL/ABANDONMENT Page 14 of 16 b. Remove the top 2 feet of the cathodic test station stack and contents. c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. C. Sanitary Sewer Lines and Appurtenances Sanitary Sewer Line Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and dispose of any sewage. c. Plug with CLSM in accordance with Section 03 34 13. 2. Sanitary Sewer Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater and dispose of any sewage from the existing line to be grouted. c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. 3. Sanitary Sewer Line Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe line and properly dispose as approved by City. 4. Sanitary Sewer Manholes Removal a. All sanitary sewer manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 05 10. c. Remove and salvage manhole frame and cover. d. Deliver salvaged material to the Water Department Field Operation Storage. e. Demolish and remove entire concrete manhole. f. Cut and plug sewer lines to be abandoned. 5. Sanitary Sewer Junction Structure Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and salvage manhole frame and cover. c. Deliver salvaged material to the Water Department Field Operation Storage. d. Demolish and remove entire concrete manhole. e. Cut and plug sewer lines to be abandoned. D. Storm Sewer Lines and Appurtenances Storm Sewer Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater line. c. Plug with CLSM in accordance with Section 03 34 13. Storm Sewer Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater the existing line to be grouted. c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. Storm Sewer Line Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove existing pipe line and properly dispose as approved by City. 4. Storm Sewer Manhole Removal CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 0241 14 - 15 UTILITY REMOVAL/ABANDONMENT Page 15 of 16 a. All storm sewer manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 05 10. c. Demolish and remove entire concrete manhole. d. Cut and plug storm sewer lines to be abandoned. 5. Storm Sewer Junction Box and/or Junction Structure Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete structure. c. Cut and plug storm sewer lines to be abandoned. 6. Storm Sewer Inlet Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete inlet. c. Cut and plug storm sewer lines to be abandoned. 7. Storm Sewer Box Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe line and properly dispose as approved by City. 8. Headwall/SET Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete inlet. c. Cut and plug storm sewer lines to be abandoned. 9. Storm Sewer Trench Drain Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove existing pipe line and dispose as approved by City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL 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] CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 0241 14 - 16 UTILITY REMOVAL/ABANDONMENT Page 16 of 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/12 D. Johnson 1.2.C.3.c. — Include Frame and Cover in Payment description Throughout — added abandonment of storm and sewer manholes when requested and/or approved by City CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 033416-1 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 1 of 4 SECTION 03 34 16 CONCRETE BASE MATERIAL FOR TRENCH REPAIR PART1- GENERAL 1.1 SUMMARY A. Section includes: 1. Concrete base material for trench repair B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 30 00 — Cast -in -Place Concrete 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. This Item is considered subsidiary to the structure or Items being placed. 2. Payment a. The work performed and the materials furnished in accordance with this Item are subsidiary to the structure or Items being placed and no other compensation will be allowed. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. B. ASTM International (ASTM): 1. C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field. 2. C33, Standard Specification for Concrete Aggregates. 3. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. 4. C 143, Standard Test Method for Slump of Hydraulic -Cement Concrete. 5. C172, Standard Practice for Sampling Freshly Mixed Concrete. 6. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. 7. C260, Standard Specification for Air -Entraining Admixtures for Concrete. 8. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. 9. C 1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic - Cement Concrete. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 033416-2 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 2 of 4 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Provide submittals in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Submit proposed mix design for Engineer's review a minimum of 2 weeks prior to start of low density concrete backfill work. 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 CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] MMIJ1511711Z40 III_614"Y11043U /yd 041 IF.� A. Mix Design 1. Performance requirements a. Concrete Base Material for Trench Repair 1) 28-day compressive strength of not less than 750 psi and not more than 1,200 psi. B. Materials 1. Portland cement a. Type II low alkali portland cement as specified in Section 03 30 00. 2. Fly ash a. Class F fly ash in accordance with ASTM C618. 3. Water a. As specified in Section 03 30 00. 4. Admixture a. Air entraining admixture in accordance with ASTM C260. 5. Fine aggregate a. Concrete sand (does not need to be in accordance with ASTM C33). b. No more than 12 percent of fine aggregate shall pass a No. 200 sieve, and no plastic fines shall be present. 6. Coarse aggregate a. Pea gravel no larger than 3/8 inch. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 033416-3 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 3 of 4 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. Place concrete base material by any method which preserves the quality of the material in terms of compressive strength and density. 1. The basic requirement for placement equipment and placement methods is the maintenance of its fluid properties. 2. Transport and place material so that it flows easily around, beneath, or through walls, pipes, conduits, or other structures. 3. Use a slump, consistency, workability, flow characteristics, and pumpability (where required) such that when placed, the material is self -compacting, self-densifying, and has sufficient plasticity that compaction or mechanical vibration is not required. 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. General 1. Make provisions for and furnish all material for the test specimens, and provide manual assistance to assist the Engineer in preparing said specimens. 2. Be responsible for the care of and providing curing condition for the test specimens. B. Concrete Tests: Perform testing of composite samples of fresh concrete obtained according to ASTM C 172 according to the following requirements: 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each concrete mixture up to 25 cubic yards, plus 1 set for each additional 50 cubic yards or fraction thereof. 2. Slump: ASTM C 143; 1 test at point of placement for each composite sample, but not less than 1 test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change. 3. Air Content: ASTM C231, pressure method, for normal -weight concrete; 1 test for each composite sample, but not less than 1 test for each day's pour of each concrete mixture. Concrete Temperature: ASTM C 1064; 1 test hourly when air temperature is 40 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 test for each composite sample. Compression Test Specimens: ASTM C31. a. Cast and laboratory cure 4 cylinders for each composite sample. 1) Do not transport field cast cylinders until they have cured for a minimum of 24 hours. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 033416-4 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 4 of 4 6. Compressive -Strength Tests: ASTM C39 a. Test 1 cylinder at 7 days. 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 038000-1 MODIFICATIONS TO EXISTING CONCRETE Page I of 7 SECTION 03 80 00 MODIFICATIONS TO EXISTING CONCRETE STRUCTURES PART1- GENERAL 1.1 SUMMARY A. Section includes: 1. Modifications to existing concrete structures, including: a. Manholes b. Junction boxes c. Vaults d. Retaining walls e. Wing and head walls f. Culverts 2. This section does not include modifications to Reinforced Concrete Pipe. 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. Measurement a. This Item is considered subsidiary to the structure or Items being placed. 2. Payment a. The work performed and the materials furnished in accordance with this Item are subsidiary to the structure or Items being placed and no other compensation will be allowed. [aim 017 0104 &1 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. ASTM International (ASTM): a. A615, Deformed and Plain Billet -Steel Bars for Concrete Reinforcement. b. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for Concrete. c. C882, Standard Test Method for Bond Strength of Epoxy -Resin Systems Used with Concrete by Slant Sheer. d. D570, Standard Test Method for Water Absorption of Plastics. e. D638, Standard Test Method for Tensile Properties of Plastics. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 038000-2 MODIFICATIONS TO EXISTING CONCRETE Page 2 of 7 f. D695, Standard Test Method for Compressive Properties of Rigid Plastics. g. D732, Standard Test Method for Shear Strength of Plastics by Punch Tool. h. D790, Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. B. Where reference is made to 1 of the above standards, the revision in effect at the time of bid opening applies. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Provide submittals in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Product Data 1. Submit manufacturer's Product Data on all product brands proposed for use to the Engineer for review. 2. Include the manufacturer's installation and/or application instructions. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. When removing materials or portions of existing structures and when making openings in existing structures, take precautions and all erect all necessary barriers, shoring and bracing, and other protective devices to prevent damage to the structures beyond the limits necessary for the new work, protect personnel, control dust, and to prevent damage to the structures or contents by falling or flying debris. B. Core sanitary sewer manhole penetrations. 1.10 DELIVERY, STORAGE, AND HANDLING A. Deliver the specified products in original, unopened containers with the manufacturer's name, labels, product identification, and batch numbers. B. Store and condition the specified product as recommended by the manufacturer. 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Manufacturers CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 038000-3 MODIFICATIONS TO EXISTING CONCRETE Page 3 of 7 In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: a. Available Products 1) Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified. b. Available Manufacturers 1) Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. B. Materials 1. General a. Comply with this Section and any state or local regulations. C. Steel Reinforcement 1. Reinforcing Bars a. ASTM A615, Grade 60, deformed. D. Epoxy Bonding Agent 1. A 2-component, solvent -free, asbestos -free, moisture -insensitive epoxy resin material used to bond plastic concrete to hardened concrete complying with the requirements of ASTM C881, Type V, and the additional requirements specified herein. Properties of the cured material a. Compressive Strength (ASTM D695) 1) 8,500 psi minimum at 28 days b. Tensile Strength (ASTM D638) 1) 4,000 psi minimum at 14 days c. Flexural Strength (ASTM D790 - Modulus of Rupture) 1) 6,300 psi minimum at 14 days d. Shear Strength (ASTM D732) 1) 5,000 psi minimum at 14 days e. Water Absorption (ASTM D570 - 2 hour boil) 1) 1 percent maximum at 14 days f. Bond Strength (ASTM C882) Hardened to Plastic 1) 1,500 psi minimum at 14 days moist cure g. Color 1) Gray h. Available Manufacturers: 1) Sika Corporation, Lyndhurst, New Jersey - Sikadur 32, Hi -Mod 2) BASF, Cleveland, Ohio - Concresive 1438 E. Epoxy Paste 1. A 2-component, solvent -free, asbestos free, moisture insensitive epoxy resin material used to bond dissimilar materials to concrete such as setting railing posts, dowels, anchor bolts, and all -threads into hardened concrete and complying with the requirements of ASTM C881, Type I, Grade 3, and the additional requirements specified herein. 2. Properties of the cured material a. Compressive Properties (ASTM D695): 10,000 psi minimum at 28 days CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 038000-4 MODIFICATIONS TO EXISTING CONCRETE Page 4 of 7 b. Tensile Strength (ASTM D638): 3,000 psi minimum at 14 days. Elongation at Break - 0.3 percent minimum c. Flexural Strength (ASTM D790 - Modulus of Rupture): 3,700 psi minimum at 14 days d. Shear Strength (ASTM D732): 2,800 psi minimum at 14 days e. Water Absorption (ASTM D570): 1.0 percent maximum at 7 days f. Bond Strength (ASTM C882): 2,000 psi at 14 days moist cure g. Color: Concrete grey h. Available Manufacturers 1) Overhead Applications a) Sika Corporation, Lyndhurst, New Jersey - Sikadur 32, Hi -Mod LV b) BASF - Concresive 1438 2) All Other Applications a) Sika Corporation, Lyndhurst, New Jersey - Sikadur Hi -mod LV 31 b) BASF - Concresive 1401 F. Repair Mortars 1. Provide an asbestos free, moisture insensitive, polymer -modified, Portland cement - based cementitious trowel grade mortar for repairs on horizontal or vertical surfaces. a. Available Manufacturers 1) Sika Corporation, Lyndhurst New Jersey - SikaTop 122 2) BASF — Emaco Nanocrete R3 G. Pipe Penetration Sealants 1. 1 component polyurethane, extrudable swelling bentonite-free waterstop that is chemically resistant, not soluble in water and capable of withstanding wet/dry cycling. a. Available Manufacturers 1) Sika Corporation, Lyndhurst New Jersey — SikaSwell S-2 2) Approved equal 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] A. General 1. Cut, repair, reuse, demolish, excavate or otherwise modify parts of the existing structures or appurtenances, as indicated on the Drawings, specified herein, or necessary to permit completion of the Work. Finishes, joints, reinforcements, sealants, etc., are specified in respective Sections. Comply with other requirements of this of Section and as shown on the Drawings. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 038000-5 MODIFICATIONS TO EXISTING CONCRETE Page 5 of 7 2. Store, mix, and apply all commercial products specified in this Section in strict compliance with the manufacturer's recommendations. 3. Make repairs in all cases where concrete is repaired in the vicinity of an expansion joint or control joint to preserve the isolation between components on either side of the joint. 4. When drilling holes for dowels/bolts at new or existing concrete, stop drilling if rebar is encountered and relocate the hole to avoid rebar as approved by the Engineer. Do not cut rebar without prior approval by the Engineer. B. Concrete Removal 1. Remove concrete designated to be removed to specific limits as shown on the Drawings or directed by the Engineer, by chipping, jack -hammering, or saw -cutting as appropriate in areas where concrete is to betaken out. Do not jackhammer sanitary sewer manhole penetrations. Remove concrete in such a manner that surrounding concrete or existing reinforcing to be left in place and existing in place equipment is not damaged. 2. Where existing reinforcing is exposed due to saw cutting/core drilling and no new material is to be placed on the sawcut surface, apply a coating or surface treatment of epoxy paste to the entire cut surface to a thickness of 1/4 inch. 3. In all cases where the joint between new concrete or grout and existing concrete will be exposed in the finished work, except as otherwise shown or specified, provide a 1-inch deep saw cut on each exposed surface of the existing concrete at the edge of concrete removal. 4. Repair concrete specified to be left in place that is damaged using approved means to the satisfaction of the Engineer. 5. The Engineer may from time to time direct additional repairs to existing concrete. Make these repairs as specified or by such other methods as may be appropriate. C. Connection Surface Preparation 1. Prepare connection surfaces as specified below for concrete areas requiring patching, repairs or modifications as shown on the Drawings, specified herein, or as directed by the Engineer. 2. Remove all deteriorated materials, dirt, oil, grease, and all other bond inhibiting materials from the surface by dry mechanical means, i.e., sandblasting, grinding, etc., as approved by the Engineer. Be sure the areas are not less than 1/2-inch in depth. Irregular voids or surface stones need not be removed if they are sound, free of laitance, and firmly embedded into parent concrete, subject to the Engineer's final inspection. 3. If reinforcing steel is exposed, it must be cleaned by wire brush or other similar means to remove all contaminants, rust, etc., as approved by the Engineer. If 1/2 of the diameter of the reinforcing steel is exposed, chip out behind the steel. Chip a minimum of 1 inch behind the steel. Do not Damage reinforcing to be saved during the demolition operation. 4. Clean reinforcing from existing demolished concrete that is shown to be incorporated in new concrete by wire brush or other similar means to remove all loose material and products of corrosion before proceeding with the repair. Cut, bend, or lap to new reinforcing as shown on the Drawings and provided with 1-inch minimum cover all around. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 038000-6 MODIFICATIONS TO EXISTING CONCRETE Page 6 of 7 The following are specific concrete surface preparation "methods" to be used where called for on the Drawings, specified herein, or as directed by the Engineer. a. Method A 1) After the existing concrete surface at connection has been roughened and cleaned, thoroughly moisten the existing surface with water. 2) Brush on a l/16-inch layer of cement and water mixed to the consistency of a heavy paste. 3) Immediately after application of cement paste, place new concrete or grout mixture as detailed on the Drawings. b. Method B 1) After the existing concrete surface has been roughened and cleaned, apply epoxy bonding agent at connection surface. 2) Comply strictly with the manufacturer's recommendations for the field preparation and application of the epoxy bonding agent. 3) Place new concrete or grout mixture to limits shown on the Drawings within time constraints recommended by the manufacturer to ensure bond. c. Method C 1) Drill a hole 1/4 inch larger than the diameter of the dowel. 2) Blow the hole clear of loose particles and dust just prior to installing epoxy. First fill the drilled hole with epoxy paste, then butter the dowels/bolts with paste then insert by tapping. 3) Unless otherwise shown on the Drawings, drill and set deformed bars to a depth of 10 bar diameters and smooth bars to a depth of 15 bar diameters. 4) If not noted on the Drawings, the Engineer will provide details regarding the size and spacing of dowels. d. Method D 1) Combination of Method B and C. 3.4 INSTALLATION [NOT USED] 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 038000-7 MODIFICATIONS TO EXISTING CONCRETE Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 SECTION 32 1129 LIME TREATED BASE COURSES PART1- GENERAL INJWY1J13 —1 UV I\ ;7.1 A. Section Includes: 321129-1 LIME TREATED BASE COURSES Page 1 of 9 1. Treating subgrade, subbase and base courses by the pulverization, addition of lime, mixing and compacting the mix material to the required density. 2. Item applies to the natural ground, embankment, existing pavement; base or subbase courses placed and shall conform to the typical section, lines and grades shown on the Drawings. B. Deviations from this City of Fort Worth Standard Specification imerem 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 3123 23 - Borrow 4. Section 32 1123 - Flexible Base Courses 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Hydrated Lime a. Measurement 1) Measurement for this Item shall be by the ton (dry weight) of Hydrated Lime used to prepare slurry at the job site. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Hydrated Lime. c. The price bid shall include: 1) Furnishing the material 2) All freight involved 3) All unloading, storing, and handling 2. Commercial Lime Slurry a. Measurement 1) Measurement for this Item shall be by the ton (dry weight) as calculated from the minimum percent dry solids content of the slurry multiplied by the weight of the slurry in tons delivered. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Commercial Lime Slurry. c. The price bid shall include: 1) Furnishing the material CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 321129-2 LIME TREATED BASE COURSES Page 2 of 9 2) All freight involved 3) All unloading, storing, and handling Quicklime a. Measurement 1) Measurement for this Item shall be by the ton (dry weight) of Quicklime. Measurement for Quicklime in slurry form shall be measured by the ton (dry weight) of the Quicklime used to prepare the slurry. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Quicklime. c. The price bid shall include: 1) Furnishing the material 2) All freight involved 3) All unloading, storing, and handling 4. Lime Treatment a. Measurement 1) Measurement for this Item shall be by the square yard of surface area as established by the widths shown on the Drawings and the lengths measured at placement. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of Lime Treatment applied for: a) Various depths c. The price bid shall include: 1) Preparing the roadbed 2) Loosening, pulverizing application of lime, water content in the slurry mixture and the mixing water 3) Mixing, shaping, sprinkling, compacting, finishing, curing and maintaining 4) Performing all manipulations required 1.3 REFERENCES A. Definitions 1. Hydrated Lime: dry powdered material consisting of calcium hydroxide. 2. Commercial Lime Slurry: liquid mixture of hydrated lime solids and water delivered to a project in slurry form. 3. Quicklime: dry material consisting of calcium oxide furnished in either of two grades: a. Grade DS — grade of "pebble" quicklime suitable for use in the preparation of slurry for wet placing. b. Grade S — finely graded quicklime for use only in the preparation of slurry for wet placing. B. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. ASTM International (ASTM): CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 321129-3 LIME TREATED BASE COURSES Page 3 of 9 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbVft3 (600 kN-m/m3)) b. D6938, Standard Test Method for In -Place Density and Water Content of Soil and Soil -Aggregate by Nuclear Methods (Shallow Depth) 3. Texas Department of Transportation (TXDOT): a. Tex- 101-E, Preparing Soil and Flexible Base Materials for Testing b. Tex-140-E, Measuring Thickness of Pavement Layer c. Tex-600-J, Sampling and Testing of Hydrated Lime, Quicklime and Commercial Lime Slurry 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND STORAGE A. Truck Delivered Lime 1. Each truck ticket shall bear the weight of lime measured on certified scales. 2. Submit delivery tickets, certified by supplier, that include weight with each bulk delivery of lime to the site. ININ&� tuweilZizID_1 I MIMI A. Start lime application only when the air temperature is at least 35°F and rising or is at least 40°F. Measure temperature in the shade and away from artificial heat. B. Suspend application when the City determines that weather conditions are unsuitable. 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A. General 1. Furnish uncontaminated materials of uniform quality that meet the requirements of the Drawings and specifications. 2. Notify the City of the proposed material sources and of changes to material sources. 3. Obtain verification from the City that the specification requirements are met before using the sources. 4. The City may sample and test project materials at any time before compaction. B. Lime 1. Hydrated Lime a. pumpable suspension of solids in water CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 321129-4 LIME TREATED BASE COURSES Page 4 of 9 b. solids portion of the mixture when considered as a basis of "solids content," shall consist of principally hydrated lime of a quality and fineness sufficient to meet the chemical and physical requirements. 2. Dry Lime: Do not use unless approved by City. Quicklime a. Use quicklime only when specified by the City. b. dry material consisting of essentially calcium oxide. c. Furnished in either of two grades: 1) Grade DS 2) Grade S 4. Furnish lime that meets the following requirements a. Chemical Requirements Table 2 Lime Chemical Requirements Hydrated Commercial Lime Quicklime Lime Slurry Total "active" lime 90.0 Min 87.0 Min content, percent by weight Unhydrated lime 5.0 Max 87.0 Min content, percent by weight CaO "Free Water" 5.0 Max content, percent by weight water b. Physical Requirements Table 3 Lime Physical Requirements Hydrated Commercial Lime Quicklime Lime Slurry Wet Sieve Requirement, As percentage by Weight Residue: Retained on No. 6 sieve 0.2 Max 0.2 Max 8.0 Max' Retained on No. 30 sieve 4.0 Max 4.0 Max Dry Sieve Requirement, As percentage by Weight Residue: Retained on a 1-in sieve 0.0 Retained on a 3/4 —in sieve 10.0 Max Retained on a No. 100 Grade Ds — 80 Min sieve Grade S — no limits Retained on a No. 6 sieve 0.2 Max 0.2 Max 8.0 Max' 1 The amount total "active" lime content, as CaO, in the material retained on the No. 6 sieve must not exceed 2.0% by weight of the original quicklime. c. Slurry Grades Table 4 Lime Slurry Grades Minimum Dry Solids Contents by Percentage of the Slurry CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 321129-5 LIME TREATED BASE COURSES Page 5 of 9 Grade 1 31 Grade 2 35 Grade 3 46 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32 1123, for the type and grade shown on the Drawings, before the addition of lime. D. Water: Furnish water free of industrial wastes and other objectionable material. E. Borrow: See Section 3123 23. 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 A. Shape the subgrade or existing base to conform to the typical sections shown on the Drawings or as directed. 3.4 INSTALLATION A. General 1. Produce a completed course of treated material containing: a. uniform lime mixture, free from loose or segregated areas. b. uniform density and moisture content. c. well bound for full depth. d. with smooth surface and suitable for placing subsequent courses. 2. Maximum layer depth of lime treatment in single layer: 8 inches. 3. For treated subgrade exceeding 8 inches deep, pulverize, apply lime, mix, compact and finish in equal layers not exceeding 5 inches deep. B. Equipment 1. General: Provide machinery, tools, and equipment necessary for proper execution of the work. 2. Rollers a. The Contractor may use any type of roller to meet the production rates and quality requirements of the Contract unless otherwise shown on the Drawings or directed. b. When specific types of equipment are required, use equipment that meets the specified requirements. c. Alternate Equipment 1) Instead of the specified equipment, the Contractor may, as approved, operate other compaction equipment that produces equivalent results. 2) Discontinue the use of the alternate equipment and furnish the specified equipment if the desired results are not achieved. d. City may require Contractor to substitute equipment if production rate and quality requirements of the Contract are not met. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 321129-6 LIME TREATED BASE COURSES Page 6 of 9 3. Storage Facility a. Store quicklime and dry hydrated lime in closed, weatherproof containers. 4. Slurry Equipment a. Use slurry tanks equipped with agitation devices to slurry hydrated lime or quicklime on the project or other approved location. b. The City may approve other slurrying methods. c. Provide a pump for agitating the slurry when the distributor truck is not equipped with an agitator. 5. Pulverization Equipment a. Provide pulverization equipment that: 1) Cuts and pulverizes material uniformly to the proper depth with cutters that plane to a uniform surface over the entire width of the cut 2) Provides a visible indication of the depth of cut at all times, and uniformly mixes the materials C. Pulverization 1. Pulverize or scarify existing material after shaping so that 100 percent passes a 2 1/2 inch sieve. 2. If the material cannot be uniformly processed to the required depth in a single pass, excavate and windrow the material to expose a secondary grade to achieve processing to depth as shown in the Drawings. D. Application of Lime 1. Uniformly apply lime as shown on the Drawings or as directed. 2. Add lime at the percentage specified in Drawings. 3. Apply lime only on an area where mixing can be completed during the same working day. 4. Minimize dust and scattering of lime by wind. Do not apply lime when wind conditions, in the opinion of the City, cause blowing lime to become dangerous to traffic or objectionable to adjacent property owners. 5. Slurry Placement a. Hydrated Lime 1) Mix Lime with water and apply slurry 2) Apply Type B, commercial lime slurry, with a lime percentage not less applicable for grade used 3) Distribute lime at the rate shown on the Drawings 4) Make successive passes over a measured surface of roadway until the proper moisture and lime content have been achieved. b. Quicklime 1) Spread the residue for the Quicklime slurrying procedure uniformly over the length of the roadway. 2) Residue is primarily inert material with little stabilizing value; however, may contain a small amount of Quicklime particles that slake slowly. A concentration of these particles could cause the compacted stabilized material to swell during slaking. E. Mixing 1. Begin mixing within 6 hours of application of lime. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 321129-7 LIME TREATED BASE COURSES F Page 7 of 9 2. Hydrated lime exposed to the open air for 6 hours or more between application and mixing, or that experiences excessive loss due to washing or blowing, will not be accepted for payment. 3. Thoroughly mix the material and lime using approved equipment. 4. Mix until a homogeneous, friable mixture of material and lime is obtained, free from all clods and lumps. 5. Do not mix greater than 1 inch deeper than the stabilization depth specified. 6. Materials containing plastic clay or other materials that are not readily mixed with lime shall be mixed as thoroughly as possible at the time of lime application, brought to the proper moisture content and sealed with a pneumatic roller. 7. Allow the mixture to cure for 72 hours or as directed by City. 8. When pebble grade quicklime is used, allow the mixture to cure for 2 to 4 days. 9. Sprinkle the treated materials during the mixing and curing operation to achieve adequate hydration and proper moisture content. 10. After curing, resume mixing until a homogeneous, friable mixture is obtained. 11. After mixing, City will sample the mixture at roadway moisture and test in accordance with Tex- 101-E, Part III, to determine compliance with the gradation requirements in Table 5. Table 5 Gradation Requirements (Minimum % Passing) Sieve Size Base 1-3/4 in. 100 3/4 in. 85 No. 4 60 Compaction 1. General a. Begin compaction immediately after final mixing. b. Aerate and sprinkle as necessary to provide optimum moisture content. c. Multiple lifts are permitted when shown on the Drawings or approved. d. Bring each layer to the moisture content directed. Rolling a. Begin rolling longitudinally at the sides and proceed toward the center, overlapping on successive trips by at least one-half the width of the roller unit. b. On superelevated curves, begin rolling at the low side and progress toward the high side. c. Offset alternate trips of the roller. d. Operate rollers at a speed between 2 and 6 MPH or as directed. e. Rework, recompact, and refinish material that fails to meet or that loses required moisture, density, stability, or finish before the next course is placed or the project is accepted. 1) Continue work until specification requirements are met. 2) Rework in accordance with Maintenance item of this Section. f. Proof roll the lime treated base course in accordance with the following: 1) Proof Rolling a) City Project Representative must be on -site during proof rolling operations. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 321129-8 LIME TREATED BASE COURSES Page 8 of 9 b) Use equipment that will apply sufficient load to identify soft spots that rut or pump. (1) Acceptable equipment includes fully loaded single -axle water truck with a 1500 gallon capacity. c) Make at least 2 passes with the proof roller (down and back = 1 pass). d) Offset each trip by at most 1 tire width. e) If an unstable or non -uniform area is found, correct the area. 2) Correct a) Soft spots that rut or pump greater than 3/4 inch. b) Areas that are unstable or non -uniform. Density Control a. Compact until the entire depth of the mixture has achieved a uniform density of not less than 95 percent of the maximum density as determined by ASTM D698. b. Moisture content: minus 2 to plus 4 optimum. G. Maintenance 1. Maintain the completed soil lime base in good condition, satisfactory to the City as to grade, crown and cross section until the overlaying or next course is constructed. 2. Keep surface of the compacted course moist until covered by other base or pavement. 3. Reworking a Section a. When a section is reworked within 72 hours after completion of compaction, rework the section to provide the required density. b. When a section is reworked more than 72 hours after completion of compaction, add additional lime at 25 percent of the percentage specified. c. Reworking includes loosening, adding material or removing unacceptable material if necessary, mixing as directed, compacting, and fmishing. H. Finishing 1. After completing compaction of the final course, clip, skin, or tight -blade the surface of the lime -treated material with a maintainer or subgrade trimmer to a depth of approximately 1/4 inch. 2. Remove loosened material and dispose of at an approved location. 3. Roll the clipped surface immediately with a pneumatic tire roller until a smooth surface is attained. 4. Add small amounts of water as needed during rolling. 5. Shape and maintain the course and surface in conformity with the typical sections, lines, and grades shown on the Drawings or as directed. I. Curing 1. Cure for the minimum number of days shown in Table 6 and by finished pavement type: a. Concrete pavement 1) Sprinkle with water 2) Maintain moisture during curing 3) Do not allow equipment on the finished course during curing except as required for sprinkling. b. Asphalt Pavement CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 321129-9 LIME TREATED BASE COURSES Page 9 of 9 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard. 2) Do not allow equipment on the finished course during curing. Table 6 Minimum Curina Requirements Before Placine Subsequent Courses' Untreated Material Curing (Days) PI<_35 2 PI > 35 5 1. Subject to the approval of the City. Proot rolling may be required as an indicator of adequate curing. 2. Begin paving operations or add courses within 14 calendar days of final compaction. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 QUALITY CONTROL A. Density Test 1. City Project Representative must be on site during density testing 2. City to measure density of lime treated base course in accordance with ASTM D6938. 3. Spacing directed by City (1 per block minimum). 4. City Project Representative determines density testing locations. B. Depth Test 1. In -place depth will be evaluated for each 500-foot roadway section 2. Determine in accordance with Tex- 140-E in hand excavated holes. 3. For each 500-foot section, 3 phenolphthalein tests will be performed. 4. City Project Representative determines depth testing locations. 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 ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised December 20, 2012 City Project No. AUCRC-2026 321133-1 CEMENT TREATED BASE COURSES Page 1 of 8 1 SECTION 32 1133 2 CEMENT TREATED BASE COURSES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes 6 1. Treating subgrade, subbase and base courses by the pulverization, addition of 7 cement (or CEM-LIMETM), mixing and compacting the mix material to the required 8 density. 9 2. Item applies to the natural ground, embankment, existing pavement, base or 10 subbase courses placed and shall conform to the typical section, lines and grades 11 shown on the Drawings. 12 3. For asphalt pavement pulverization projects, CEM-LIMETM (or approved equal) 13 may be used, in lieu of cement, for subgrade soils with high plasticity index 14 (plasticity index (PI) of 15 or above). 15 4. The procedures and methods outlined in this spec for cement applies to CEM- 16 LIME TM except that CEM-LIMETM needs to be applied using the slurry method. 17 5. If the existing asphalt is milled off exposing the subgrade soil, the stabilizing agent 18 may need to be lime, in lieu of cem-lime, for soils with high PI 19 B. Deviations from City of Fort Worth Standards 20 1. None 21 C.Related Specification Sections include but are not necessarily limited to 22 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 23 2. Division 1 - General Requirements 24 3. Section 32 1123 - Flexible Base Courses 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A.Measurement and Payment 27 1. Cement 28 a. Measurement 29 1) Measurement for this Item shall be by the ton (dry weight). 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 bid per ton (dry weight) of Cement. 34 c. The price bid shall include: 35 1) Furnishing Cement material 36 2) All freight involved 37 3) All unloading, storing and handling 38 2. CEM-LIMETM 39 a. Measurement 40 1) Measurement for this Item shall be by the ton (dry weight). 41 b. Payment CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 10, 2022 City Project No. AUCRC-2026 321133-2 CEMENT TREATED BASE COURSES Page 2 of 8 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" will be paid for at the unit 3 price bid per ton (dry weight) of CEM-LIMETM (or approved equal). 4 c. The price bid shall include: 5 1) Furnishing CEM-LIMETM 6 2) All freight involved 7 3) All unloading, storing and handling 8 3. Cement Treatment 9 a. Measurement 10 1) Measurement for this Item shall be by the square yard of surface area. 11 2) The dimensions for determining the surface area are established by the 12 widths shown on the Drawings and the lengths measured at placement. 13 b. Payment 14 1) The work performed and materials furnished in accordance with this Item 15 and measured as provided under "Measurement" will be paid for at the unit 16 price bid per square yard of Cement Treatment placed for: 17 a) Various depths 18 c. The price bid shall include: 19 1) Pulverizing or providing the soil material 20 2) Handling, hauling and spreading dry or slurry cement 21 3) Mixing the cement with the soil either in -place or in a mixing plant 22 4) Furnishing, hauling and mixing water with the soil -cement mixture 23 5) Spreading and shaping the mixture; compacting the mixture, including all 24 rolling required for compaction 25 6) Surface finishing 26 7) Water and sprinkling 27 8) Curing 28 1.3 REFERENCES 29 A.Reference Standards 30 1. Reference standards cited in this specification refer to the current reference standard 31 published at the time of the latest revision date logged at the end of this 32 specification, unless a date is specifically cited. 33 2. ASTM International (ASTM): 34 a. C 150, Standard Specification for Portland Cement 35 b. C595, Standard Specification for Blended Hydraulic Cements 36 c. D698, Standard Test Methods for Laboratory Compaction Characteristics of Soil 37 Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 38 3. Texas Department of Transportation (TxDOT) 39 a. Tex-101-E, Preparing soil and flexible base materials for testing 40 b. Tex-140-E, Measuring thickness of paving layers CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 10, 2022 City Project No. AUCRC-2026 321133-3 CEMENT TREATED BASE COURSES Page 3 of 8 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 ACTION SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING 8 A. Truck Delivered Cement 9 1. Each truck ticket shall bear the weight of cement measured on certified scales. 10 2. Submit delivery tickets, certified by supplier, that include weight with each bulk 11 delivery of cement to the site. 12 1.11 FIELD [SITE] CONDITIONS 13 A. Start cement application only when the air temperature is at least 35 degrees F and rising 14 or is at least 40 degrees F. 15 B. Measure temperature in the shade away from artificial heat. 16 C. Suspend application when the City determines that weather conditions are unsuitable. 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS 19 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 20 2.2 MATERIALS 21 A. General 22 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 23 the Drawings and specifications. 24 2. Notify the City of the proposed material sources and of changes to material sources. 25 3. Obtain verification from the City that the specification requirements are met before 26 using the sources. 27 4. The City may sample and test project materials at any time before compaction. 28 B.Cement: ASTM C150 or ASTM C595 Type I, II, IL or IP. 29 C.Flexible Base Courses: Furnish base material that meets the requirements of Section 32 30 1123 for the type and grade shown on the Drawings, before the addition of cement. 31 D.Water: Furnish water free of industrial wastes and other objectionable material. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 10, 2022 City Project No. AUCRC-2026 321133-4 CEMENT TREATED BASE COURSES Page 4 of 8 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION 7 A. Shape existing material in accordance with applicable bid items to conform to typical 8 sections shown on the Drawings and as directed. 9 3.4 INSTALLATION 10 A. General 11 1. Produce a completed course of treated material containing: 12 a. Uniform Portland cement mixture, free from loose or segregated areas 13 b. Uniform density and moisture content 14 c. Well bound for full depth 15 d. With smooth surface and suitable for placing subsequent courses 16 2. Maximum layer depth of cement treatment in single layer: 8 inches. 17 3. For treated subgrade exceeding 8 inches deep, pulverize, apply cement, mix, 18 compact and finish in equal layers not exceeding 5 inches deep. 19 B.Equipment 20 1. Provide machinery, tools, and equipment necessary for proper execution of the 21 work. 22 2. Rollers 23 a. The Contractor may use any type of roller to meet the production rates and 24 quality requirements of the Contract unless otherwise shown on the Drawings or 25 directed. 26 b. When specific types of equipment are required, use equipment that meets the 27 specified requirements. 28 c. Alternate Equipment 29 1) Instead of the specified equipment, the Contractor may, as approved, 30 operate other compaction equipment that produces equivalent results. 31 2) Discontinue the use of the alternate equipment and furnish the specified 32 equipment if the desired results are not achieved. 33 d. City may require Contractor to substitute equipment if production rate and 34 quality requirements of the Contract are not met. 35 3. Slurry Equipment 36 a. Use slurry tanks equipped with agitation devices for cement application. 37 b. The City may approve other slurrying methods. 38 c. Provide a pump for agitating the slurry when the distributor truck is not 39 equipped with an agitator. 40 4. Pulverization Equipment 41 a. Provide pulverization equipment that: 42 1) Cuts and pulverizes material uniformly to the proper depth with cutters that 43 plane to a uniform surface over the entire width of the cut CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 10, 2022 City Project No. AUCRC-2026 321133-5 CEMENT TREATED BASE COURSES Page 5 of 8 1 2) Provides a visible indication of the depth of cut at all times 2 3) Uniformly mixes the materials 3 C. Pulverization 4 1. Pulverize or scarify existing material after shaping so that 100 percent by dry 5 weight passes a 1-inch sieve, and 80 percent by dry weight passes a No. 4 sieve 6 exclusive of gravel or stone retained in sieves. 7 2. Pulverize recycled asphalt pavement so that 100 percent by dry weight passes a 2- 8 inch sieve, and 60 percent by dry weight passes a No. 4 sieve exclusive of gravel or 9 stone retained in sieves. 10 D.Cement Application 11 1. Spread by an approved dry or slurry method uniformly on the soil at the rate 12 specified on the Drawings 13 a. CEM-LIMETM shall be applied using the slurry method. 14 2. If a bulk cement spreader is used, position by string lines or other approved method 15 during spreading to insure a uniform distribution of cement. 16 3. Apply to an area that all the operations can be continuous and completed in daylight 17 within 6-hours of initial application. 18 4. Do not exceed the quantity of cement that permits uniform and intimate mixture of 19 soil and cement during dry -mixing operations 20 5. Do not exceed the specified optimum moisture content for the soil and cement 21 mixture. 22 6. No equipment, except that used in the spreading and mixing, allowed to pass over 23 the freshly spread cement until it is mixed with the soil. 24 E. Mixing 25 1. Thoroughly mix the material and cement using approved equipment. 26 2. Mix until a homogeneous, friable mixture of material and cement is obtained, free 27 from all clods and lumps. 28 3. Keep mixture within moisture tolerances throughout the operation. 29 4. Spread and shape the completed mixture in a uniform layer. 30 5. After mixing, the City shall sample the mixture at roadway moisture and test in 31 accordance with Tex 101 E, Part III, to determine compliance with the gradation 32 requirements in Table 1. 33 Table 1 34 Gradation Requirements Minimum % Passing Sieve Size Base 1-3/4 in. 100 3/4 in. 85 No. 4 60 35 F. Compaction 36 1. Prior to the beginning of compaction, the mixture shall be in a loose condition for 37 its full depth. 38 2. Compact material to at least 95-percent of the maximum density as determined by 39 ASTM D698. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 10, 2022 City Project No. AUCRC-2026 321133-6 CEMENT TREATED BASE COURSES Page 6 of 8 1 3. At the start of compaction, the percentage of moisture in the mixture and in un- 2 pulverized soil lumps shall be less than the quantity which shall cause the soil- 3 cement mixture to become unstable during compaction and finishing. 4 4. When the uncompacted soil -cement mixture is wetted by rain so that the average 5 moisture content exceeds the tolerance given at the time of final compaction, the 6 entire section shall be reconstructed in accordance with this specification at the sole 7 expense of the Contractor. 8 5. The specified optimum moisture content and density shall be determined in the 9 field on the representative samples of soil -cement mixture obtained from the area 10 being processed. 11 6. Final moisture content shall be within minus-2 to plus-4-of-optimum. 12 7. Begin compaction after mixing and after gradation and moisture requirements have 13 been met. 14 8. Begin compaction at the bottom and continue until the entire depth of the mixture is 15 uniformly compacted. 16 9. Uniformly compact the mixture to the specified density within 2-hours. 17 10. After the soil and cement mixture is compacted uniformly apply water as needed 18 and thoroughly mix in. 19 11. Reshape the surface to the required lines, grades and cross section and then lightly 20 scarify to loosen any imprint left by the compacting or shaping equipment. 21 G.Maintenance 22 1. Maintain the soil -cement treatment in good condition from the time it first starts 23 work until all work shall is completed. 24 2. Maintenance includes immediate repairs of any defect that may occur after the 25 cement is applied. 26 3. Maintenance work shall be done by the Contractor at the Contractor's expense and 27 repeated as often as necessary to keep the area continuously intact. 28 4. Repairs are to be made in such a manner as to insure restoration of a uniform 29 surface for the full depth of treatment. 30 5. Remedy any low area of treated subgrade by scarifying the surface to a depth of at 31 least 2 inches, filling the area with treated material and compacting. 32 6. Remedy any low area of subbase or base shall by replacing the material for the full 33 depth of subbase or base treatment rather than adding a thin layer of stabilized 34 material to the completed work. 35 H.Finishing 36 1. After completing compaction of the final course, clip, skin, or tight -blade the 37 surface of the cement -treated material with a maintainer or subgrade trimmer to a 38 depth of approximately 1/4 inch. 39 2. Remove loosened material and dispose of at an approved location. 40 3. Roll the clipped surface immediately with a pneumatic tire roller adding small 41 increments of moisture as needed and until a smooth surface is attained. 42 4. Add small amounts of water as needed during rolling. Shape and maintain the 43 course and surface in conformity with the typical sections, lines, and grades shown 44 on the Drawings or as directed. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 10, 2022 City Project No. AUCRC-2026 321133-7 CEMENT TREATED BASE COURSES Page 7 of 8 1 5. Surface compaction and finishing shall proceed in such a manner as to produce, in 2 not more than 2-hours, a smooth, closely knit surface, free of cracks, ridges or loose 3 material, conforming to the drawn grade and line shown on the Drawings. 4 6. After the final layer or course of the cement modified soil has been compacted, it 5 shall be brought to the required lines and grades in accordance with the typical 6 sections. 7 7. The completed section shall then be finished by rolling with a pneumatic tire or 8 other suitable roller sufficiently to create micro cracking. 9 I. Curing 10 1. General 11 a. Cure for at least 48 hours. 12 b. Maintain the moisture content during curing at no lower than 2 percentage 13 points below optimum. 14 2. Curing method depends on finished pavement type: 15 a. Concrete pavement: 16 1) Sprinkle with water 17 2) Maintain moisture during curing 18 3) Do not allow equipment on the finished course during curing except as 19 required for sprinkling, unless otherwise approved. 20 b. Asphalt Pavement: 21 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard. 22 2) Do not allow equipment on the finished course during curing 23 3. Begin paving operations or add courses within 14 calendar days of final compaction 24 of the cement treated base. 25 3.5 REPAIR / RESTORATION [NOT USED] 26 3.6 RE -INSTALLATION [NOT USED] 27 3.7 FIELD QUALITY CONTROL 28 A.Density Test 29 1. City Project Representative must be on site during density testing 30 2. City to measure density of cement treated base course in accordance with ASTM 31 D6938. 32 3. Spacing directed by City (1 per block minimum). 33 4. City Project Representative determines density testing locations. 34 B.Depth Test 35 1. Take minimum of one core per 500 linear feet per each direction of travel 36 staggering test location in each lane to determine in -place depth. 37 2. City Project Representative determines depth testing locations. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 10, 2022 City Project No. AUCRC-2026 1 2 3 4 5 6 7 8 7 10 321133-8 CEMENT TREATED BASE COURSES Page 8 of 8 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 3-11-2022 Zelalem Arega 1.3.A.2, 2.2.B — Added ASTM C595 — Type IL Cement 6-10-2022 M Owen 1.1 A. —Added alternative of using CEM-LIME' in areas with high PI 1.2 A. — Added Measurement and Payment section for CEM-LfME1 3.4 D. — Added clarification re: slurry application for CEM-LIMETM 3.4 I. 3. — Clarified time limits between application and paving CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 32 12 16-1 ASPHALT PAVING Page 1 of 24 1 SECTION 32 12 16 2 ASPHALT PAVING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Constructing a hot -mix asphalt (HMA) pavement layer composed of a compacted, 7 dense -graded, or Superpave mixture of aggregate and asphalt binder for surface or 8 base courses 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 13 2. Division 1 - General Requirements 14 3. Section 32 01 17 - Permanent Asphalt Paving Repair 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. M asurement and Payment 17 1. Asphalt Pavement 18 a. M asurement 19 1) M asurement for this Item shall be by the square yard of completed and 20 accepted asphalt pavement in its final position for various: 21 a) Thicknesses 22 b) Types 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under "Measurement" will be paid for at the unit 26 price bid per 27 c. The price bid shall include: 28 1) Shaping and fine -grading the placement area 29 2) Furnishing, loading, unloading, storing, hauling, and handling all materials 30 including freight and royalty 31 3) Traffic control for all testing during construction activities. 32 4) Asphalt, aggregate, and additive 33 5) M terials and work needed for corrective action 34 6) Trial batches 35 7) Tack coat 36 8) Removal and/or sweeping excess material 37 2. H.M.A.C. Transition 38 a. M asurement 39 1) M asurement for this Item shall be by the ton of composite Hot Mix 40 Asphalt required for H.M.A.C. Transition. 41 b. Payment CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 7, 2024 City Project No. AUCRC-2026 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 32 12 16 - 2 ASPHALT PAVING Page 2 of 24 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Hot Mix Asphalt. c. The price bid shall include: 1) Shaping and fine -grading the roadbed 2) Furnishing, loading, unloading, storing, hauling, and handling all materials including freight and royalty 3) Traffic control for all testing during construction activities. 4) Asphalt, aggregate, and additive 5) M terials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 3. Asphalt Base Course a. M asurement 1) M asurement for this Item shall be by the square yard of Asphalt Base Course completed and accepted in its final position for: a) Various thicknesses b) Various types b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of Asphalt Base Course. c. The price bid shall include: 1) Shaping and fine -grading the roadbed 2) Furnishing, loading, unloading, storing, hauling, and handling all materials including freight and royalty 3) Traffic control for all testing during construction activities. 4) Asphalt, aggregate, and additive 5) M terials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 4. H.M.A.C. Pavement Level Up a. M asurement 1) M asurement for this Item shall be by the ton of H.M.A.C. completed and accepted in its final position. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of H.M.A.C. c. The price bid shall include: 1) Shaping and fine -grading the roadbed 2) Furnishing, loading, unloading, storing, hauling, and handling all materials including freight and royalty 3) Traffic control for all testing during construction activities. 4) Asphalt, aggregate, and additive 5) M terials and work needed for corrective action 6) Trial batches CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2024 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 32 12 16-3 ASPHALT PAVING Page 3 of 24 1 7) Tack coat 2 8) Removal and/or sweeping excess material 3 5. H.M.A.C. Speed Cushion 4 a. M asurement 5 1) M asurement for this Item shall be per each H.M.A.C. Speed Cushion 6 installed. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under "Measurement" will be paid for at the unit 10 price bid per each H.M.A.C. Speed Cushion installed and accepted in its final 11 position. 12 c. The price bid shall include: 13 1) Shaping and fine -grading the roadbed 14 2) Furnishing, loading, unloading, storing, hauling, and handling all materials 15 including freight and royalty 16 3) Traffic control for all testing during construction activities. 17 4) Asphalt, aggregate, and additive 18 5) M terials and work needed for corrective action 19 6) Trial batches 20 7) Tack coat 21 8) Removal and/or sweeping excess material 22 1.3 REFERENCES 23 A. Abbreviations and Acronyms 24 1. RAP (reclaimed asphalt pavement) 25 2. SAC (surface aggregate classification) 26 3. BRSQC (Bituminous Rated Source Quality Catalog) 27 4. AQMP (Aggregate Quality Monitoring Program) 28 5. H.M.A.C. (Hot Mix Asphalt Concrete) 29 6. WM (Warm Mix Asphalt) 30 B. Reference Standards 31 1. Reference standards cited in this specification refer to the current reference standard 32 published at the time of the latest revision date logged at the end of this 33 specification unless a date is specifically cited. 34 2. National Institute of Standards and Technology (NIST) 35 a. Handbook 44 - 2007 Edition: Specifications, Tolerances, and Other Technical 36 Requirements for Weighing and Measuring Devices 37 3. ASTM International (ASTM): 38 a. ASTM D6084 - 06 Standard Test Method for Elastic Recovery of Bituminous 39 Materials by Ductilometer 40 4. American Association of State Highway and Transportation Officials 41 a. M 2 Standard Specification for Superpave Volumetric Mix Design 42 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt 43 (HMA) 44 c. T 201, Kinematic Viscosity of Asphalts (Bitumens) 45 d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary 46 Viscometer CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 7, 2024 City Project No. AUCRC-2026 32 12 16 - 4 ASPHALT PAVING Page 4 of 24 1 e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder 2 Using Rotational Viscometer 3 f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt 4 Binder Using the Bending Beam Rheometer (BBR) 5 5. Texas Department of Transportation 6 a. Bituminous Rated Source Quality Catalog (BRSQC) 7 b. TEX 100-E, Surveying and Sampling Soils for Highways 8 c. Tex 106-E, Calculating the Plasticity Index of Soils 9 d. Tex 107-E, Determining the Bar Linear Shrinkage of Soils 10 e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates 11 f. Tex 203-F, Sand Equivalent Test 12 g. Tex-204-F, Design of Bituminous Mixtures 13 h. Tex-207-F, Determining Density of Compacted Bituminous Mixtures 14 i. Tex 217-F, Determining Deleterious Material and Decantation Test for Coarse 15 Aggregates 16 j. Tex-226-F, Indirect Tensile Strength Test 17 k. Tex-227-F, Theoretical Maximum Specific Gravity of Bituminous Mixtures 18 1. Tex-243-F, Tack Coat Adhesion 19 in. Tex-244-F, Thermal profile of Hot Mix Asphalt 20 n. Tex 280-F, Determination of Flat and Elongated Particles 21 o. Tex 406-A, Material Finer Than 75 µm (No. 200) Sieve in Mineral Aggregates 22 (Decantation Test for Concrete Aggregates) 23 p. Tex 408-A, Organic Impurities in Fine Aggregate for Concrete 24 q. Tex 410-A, Abrasion of Coarse Aggregate using the Los Angeles Machine 25 r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium 26 s. Tex 460-A, Determining Crushed Face Particle Count 27 t. Tex 461-A, Degradation of Coarse Aggregate by Micro-Deval Abrasion 28 u. Sulfate 29 v. Tex-530-C, Effect of Water on Bituminous Paving Mixtures 30 w. Tex-540-C, Measurement of Polymer Separation on Heating in Modified 31 Asphalt Systems 32 x. Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders 33 y. Tex-920-K, Verifying the Accuracy of Drum Mix Plant Belt Scales 34 z. Tex-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters 35 aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems 36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 37 1.5 ACTION SUBMITTALS [NOT USED] 38 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 39 A. Asphalt Paving Mix Design: The City will review and approve all mix designs before 40 the contractor can begin production of the mix. When submitting mix designs to the City 41 for review, include the following items in the report. 42 1. The combined aggregate gradation, source, specific gravity, and percent of each 43 material used; 44 2. Asphalt binder content and grade 45 3. Asphalt binder content and aggregate gradation of RAP stockpiles; 46 4. the Ndesign level used; CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 7, 2024 City Project No. AUCRC-2026 32 12 16-5 ASPHALT PAVING Page 5 of 24 1 5. Results of all applicable tests; 2 6. The mixing and molding temperatures; 3 7. The signature of the person or persons that performed the design; 4 8. The date the mixture design was performed; and 5 9. A unique identification number for the mixture design. 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE [NOT USED] 9 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 10 1.11 FIELD CONDITIONS 11 A. Weather Conditions 12 1. Place mixture when the roadway surface temperature is equal to or higher than the 13 temperatures listed in Table 1. 14 Table 1 15 Minimum Pavement Surface Temperatures 16 17 18 19 20 21 22 23 24 25 Minimum Pavement Surface Temperatures in Degrees Fahrenheit Originally Specified High Temperature Binder Grade Subsurface Layers or Night Paving Operations Surface Layers Placed in Daylight Operations PG64 45 50 PG 70 55' 60' PG 76 60' 1 60' 'Contractors may pave at temperatures 10°F lower than the values shown in Table 1 when utilizing a paving process including WMA or equipment that eliminates thermal segregation. In such cases, the contractor must use either a hand-held thermal camera or a hand-held infrared thermometer operated in accordance with Tex-244-F to demonstrate to the satisfaction of the City that the uncompacted mat has no more than 10' F of thermal segregation. 2. Unless otherwise shown on the Drawings, place mixtures only when weather conditions and moisture conditions of the roadway surface are suitable in the opinion of the City. 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS 28 2.1 OWNER -FURNISHED PRODUCTS [NOT USED[ 29 2.2 MATERIALS 30 A. General 31 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 32 the plans and specifications. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 7, 2024 City Project No. AUCRC-2026 32 12 16 - 6 ASPHALT PAVING Page 6 of 24 1 2. Notify the City of all material sources. 2 3. Notify the City before changing any material source or formulation. 3 4. When the Contractor makes a source or formulation change, the City will verify 4 that the requirements of this specification are met and may require a new laboratory 5 mixture design, trial batch, or both. 6 5. The City may sample and test project materials at any time during the project to 7 verify compliance. 8 6. The depth of the compacted lift should be at least 2 times the nominal maximum 9 aggregate size. 10 B. Aggregate 11 1. General 12 a. Furnish aggregates from sources that conform to the requirements shown in 13 Table 2, and as specified in this Section, unless otherwise shown on the 14 Drawings. 15 b. Provide aggregate stockpiles that meet the definition in this Section for either 16 coarse aggregate or fine aggregate. 17 c. When reclaimed asphalt pavement (RAP) is allowed by Drawing note, provide 18 RAP stockpiles in accordance with this Section. 19 d. Aggregate from RAP is not required to meet Table 2 requirements unless 20 otherwise shown on the Drawings. 21 e. Supply mechanically crushed gravel or stone aggregates that meet the 22 definitions in Tex 100 E. 23 f. Samples must be from materials produced for the project. 24 g. The City will establish the surface aggregate classification (SAC) and perform 25 Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests. 26 h. Perform all other aggregate quality tests listed in Table 2. 27 i. Document all test results on the mixture design report. 28 j. The City may perform tests on independent or split samples to verify 29 Contractor test results. 30 k. Determine aggregate gradations for mixture design and production testing 31 based on the washed sieve analysis given in Tex 200 F, Part Il. 32 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 7, 2024 City Project No. AUCRC-2026 32 12 16 - 7 ASPHALT PAVING Page 7 of 24 Table 2 Aggregate Quality Requirements Property Test Method Requirement Coarse Aggregate SAC Tex-499-A(AQMP) As shown on Drawings Deleterious material, %, max Tex-217-17, Part 1 1.0 Decantation, %, max Tex-217-F, Part H 1.5 Micro-Deval abrasion, %, max Tex-461-A Note 1 Los Angeles abrasion, %, max Tex-410-A 35 Magnesium sulfate soundness, 5 cycles, %, max Tex-411-A 25 Crushed face count, %, Min Tex 460-A, Part 1 851 Flat and elongated particles @ 5: 1, %, max Tex-280-F 10 Fine Aggregate Linear shrinkage, %, max I Tex-107-E 3 Combined Aggregate' Sand equivalent, %, min I Tex-203-17 45 1. Used to estimate the magnesium sulfate soundness loss 2. Only applies to crushed gravel. 3. Aggregates, without mineral filler, RAP, RAS, or additives, combined as used in the job -mix formula (JMF). 1 1. Coarse Aggregate 2 1) Coarse aggregate stockpiles must have no more than 20 percent material 3 passing the No. 8 sieve. 4 2) Maximum aggregate size should not be over half of the proposed lift depth 5 to prevent particle on particle contact issues. 6 3) Provide aggregates from sources listed in the BRSQC. 7 4) Provide aggregate from unlisted sources only when tested by the City 8 and/or approved before use. 9 5) Allow 30 calendar days for the City to sample, test, and report results for 10 unlisted sources. 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 6) Class B aggregate meeting all other requirements in Table 2 may be blended with a Class A aggregate in order to meet requirements for Class A materials. 7) When blending Class A and B aggregates to meet a Class A requirement, ensure that at least 50 percent by weight of the material retained on the No. 4 sieve comes from the Class A aggregate source. 8) Blend by volume if the bulk specific gravities of the Class A and B aggregates differ by more than 0.300. 9) When blending, do not use Class C or D aggregates. 10) For blending purposes, coarse aggregate from RAP will be considered as Class B aggregate. 11) Provide coarse aggregate with at least the minimum SAC shown on the Drawings. 12) SAC requirements apply only to aggregates used on the surface of travel lanes, unless otherwise shown on the Drawings. m. RAP is salvaged, milled, pulverized, broken, or crushed asphalt pavement. 1) No RAP permitted for TxDOT TYPE D H.M.A.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2024 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 32 12 16-8 ASPHALT PAVING Page 8 of 24 1 2) Use no more than 15% Fractionated RAP on Superpave surface course 2 mixes and 20% Fractionated RAP for base course mixes unless otherwise 3 shown on the Drawings. Also, the recycled binder to total binder ratio must 4 not exceed 15% for surface courses and 20% for base courses. 5 3) Crush or break RAP so that 100 percent of the particles pass the 2-inch 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 sieve. 4) RAP from either Contractor or City, including RAP generated during the project, is permitted only when shown on the Drawings. 5) City -owned RAP, if allowed for use, will be available at the location shown on the Drawings. 6) When RAP is used, determine asphalt content and gradation for mixture design purposes. 7) Perform other tests on RAP when shown on the Drawings. 8) When RAP is allowed by plan note, use no more than 30 percent RAP in Type A or B mixtures unless otherwise shown on the Drawings. 9) Do not use RAP contaminated with dirt or other objectionable materials. 10) Do not use the RAP if the decantation value exceeds 5 percent and the plasticity index is greater than 8. 11) Test the stockpiled RAP for decantation in accordance with the laboratory method given in Tex-406-A, Part I. 12) Determine the plasticity index using Tex-106-E if the decantation value exceeds 5 percent. 13) The decantation and plasticity index requirements do not apply to RAP samples with asphalt removed by extraction. 14) Do not intermingle Contractor -owned RAP stockpiles with City -owned RAP stockpiles. 15) Remove unused Contractor -owned RAP material from the project site upon completion of the project. 16) Return unused City -owned RAP to the designated stockpile location. n. Fine Aggregate 1) Fine aggregates consist of manufactured sands, screenings, and field sands. 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3. 3) Supply fine aggregates that are free from organic impurities. 4) The City may test the fine aggregate in accordance with Tex-408-A to verify the material is free from organic impurities. 5) At most 15 percent of the total aggregate may be field sand or other uncrushed fine aggregate. 6) With the exception of field sand, use fine aggregate from coarse aggregate sources that meet the requirements shown in Table 2, unless otherwise approved. 7) If 10 percent or more of the stockpile is retained on the No. 4 sieve, test the stockpile and verify that it meets the requirements in Table 2 for coarse aggregate angularity (Tex-460-A) and flat and elongated particles (Tex-280-F). CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2024 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 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 32 12 16 - 9 ASPHALT PAVING Page 9 of 24 Table 3 Gradation Renuirements for Fine Aggregate Sieve Size % Passing by Weight or Volume 3/8" 100 #8 70-100 #200 0-30 2. Mineral Filler a. Mineral filler consists of finely divided mineral matter such as agricultural lime, crusher fines, hydrated lime, cement, or fly ash. b. Mineral filler is allowed unless otherwise shown on the Drawings. c. Do not use more than 2 percent hydrated lime or cement, unless otherwise shown on the Drawings. The Drawings may require or disallow specific mineral fillers. When used, provide mineral filler that: 1) Is sufficiently dry, free -flowing, and free from clumps and foreign matter; 2) Does not exceed 3 percent linear shrinkage when tested in accordance with Tex-107-E; and meets the gradation requirements in Table 4. Table 4 Grndntinn RenuirPmPntc far Minernl Filler Sieve Size % Passing by Weight or Volume #8 100 #200 55-100 3. Baghouse Fines a. Fines collected by the baghouse or other dust -collecting equipment may be reintroduced into the mixing drum 4. Asphalt Binder and Mix Types a) Surface Course: Use TxDOT dense -graded DG-D with virgin PG 70-22 (no recycled materials such as recycled asphalt shingles or reclaimed asphalt pavement) or Superpave SP-D with PG 70-22 as summarized in Table 5. b) Base Course: use PG 64-22 SP-B or TxDOT DG-B mixes for base courses. c) Hand Paving: When hand paving is allowed, PG64-22 can be used for surface courses. Table 5 Asnhalt Rinder and Mixtnre Remiireme.nts Pavement Layer Mixture Requirement Surface Course PG 70-22 Suerpave SP-D Virgin PG 70-22 TxDOT DG-D (No recycled material Binder Course PG 64-22 TxDOT DG-B PG 64-22 Sue ave SP-B CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2024 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 32 12 16 - 10 ASPHALT PAVING Page 10 of 24 1 b. Separation testing is not required if- 2 1) A modifier is introduced separately at the mix plant either by injection in 3 the asphalt line or mixer, 4 2) The binder is blended on site in continuously agitated tanks, or binder 5 acceptance is based on field samples taken from an in -line sampling port at 6 the hot mix plant after the addition of modifiers. 7 5. Tack Coat 8 a. Unless otherwise shown on the Drawings or approved, furnish CSS-1H, SS-lH, 9 or a PG binder with a minimum high -temperature grade of PG 58 for tack coat 10 binder in accordance with Section 2.2.A.5. 11 6. Additives 12 a. General 13 1) When shown on the Drawings, use the type and rate of additive specified. 14 2) Other additives that facilitate mixing or improve the quality of the mixture 15 may be allowed when approved. 16 b. Liquid Antistripping Agent 17 1) Furnish and incorporate all required asphalt antistripping agents in asphalt 18 concrete paving mixtures and asphalt -stabilized base mixtures to meet 19 moisture resistance testing requirements. 20 2) Provide a liquid antistripping agent that is uniform and shows no evidence 21 of crystallization, settling, or separation. 22 3) Ensure that all liquid antistripping agents arrive in: 23 a) Properly labeled and unopened containers, as shipped from the 24 manufacturer, or 25 b) Sealed tank trucks with an invoice to show contents and quantities 26 c) Provide product information to the City including: 27 (1) Material safety data sheet 28 (2) Specific gravity of the agent at the manufacturer's recommended 29 addition temperature, 30 (3) Manufacturer's recommended dosage range, and 31 (4) Handling and storage instructions 32 4) Addition of lime or a liquid antistripping agent at the Mix Plant, 33 incorporate into the binder as follows: 34 a) Handle in accordance with the manufacturer's recommendations. 35 b) Add at the manufacturer's recommended addition temperature. 36 c) Add into the asphalt line by means of an in -line -metering device. 37 c. Liquid Asphalt Additive Meters 38 1) Provide a means to check the accuracy of meter output for asphalt primer, 39 fluxing material, and liquid additives. 40 2) Furnish a meter that reads in increments of 0.1 gal. or less. 41 3) Verify accuracy of the meter in accordance with Tex-923-K. 42 4) Ensure the accuracy of the meter within 5.0 percent. 43 7. Mixes 44 a. Design Requirements 45 1) Superpave mixes: Use the Superpave design procedure provided in Tex- 46 204-F to design the mixture meeting the requirements listed in Tables 2, 3, 4, 47 5, 6, 7, and 8. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 7, 2024 City Project No. AUCRC-2026 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 32 12 16 - 11 ASPHALT PAVING Page 11 of 24 a) Design the mixture at 50 gyrations (Ndesign). Use a target laboratory - molded density of 96.0% to design the mixture; however, adjustments can be made to the Ndesign value as noted in Table 8. The Ndesign level may be reduced to at least 35 gyrations at the Contractor's discretion. b) Provide Hamburg Wheel and indirect tensile strength tests and provide results with the mixture design meeting the requirements in Table 7 and 8. Table 6 Superpave Mix Master Gradation Limits (% Passing by Weight or Volume) and VMA Regnirements fnr .`'nnPrnaVP. mixes Sieve Size SP-B Intermediate SP-C Surface SP-D Fine Mixture 2" — — — 1-1/2" 100.01 — — 1" 98.0-100.0 100.01 — 3/4" 90.0-100.0 98.0-100.0 100.01 1/2" Note 90.0-100.0 98.0-100.0 3/8" — Notez 90.0-100.0 #4 23.0-90.0 28.0-90.0 32.0-90.0 #8 23.0-34.6 28.0-37.0 32.0— 40.0 #16 2.0-28.3 2.0-31.6 2.0-37.6 #30 2.0-20.7 2.0-23.1 2.0-27.5 #50 2.0-13.7 2.0-15.5 2.0-18.7 #200 2.0-8.0 2.0-10.0 2.0-10.0 Design VMA, % Minimum 14.0 1 15.0 16.0 Production (Plant -Produced) VMA, % Minimum 13.5 1 14.5 1 15.5 1. Defined as Ma sieve size. No tolerance allowed. 2. M st retain at least 10%" cumulative. Table 7 Hamburg Wheel Test Requirements High -Temperature Binder Grade Test Method Minimum # of Passes @ 12.5 mm Rut Depth, Tested @ 50°C PG 64 Tex-242-F 10,000 PG 70 15,000 PG 76 20,000 Table 8 Laboratory Mixture Design Pronerties Mixture Property Test Method Requirement Target laboratory -molded density, %© Tex-207-F 96.0 Design gyrations (Ndesign) Tex-241-F 501 Indirect tensile strength (dry), psi Tex-226-F 85-2002 Dust/asphalt binder ratio — 0.6-1.43 Boil test4 Tex-530-C — CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2024 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 32 12 16 - 12 ASPHALT PAVING Page 12 of 24 1 1. Adjust within a range of 35-100 gyrations when shown on the plans or specification or 2 mutually agreed between the Engineer and Contractor. 3 2. The City may allow the IDT strength to exceed 200 psi if the corresponding Hamburg Wheel 4 rut depth is greater than 3.0 mm and less than 12.5 mm. 5 3. Defined as % passing #200 sieve divided by asphalt binder content (only for Superpave 6 mixes). 7 4. Used to establish baseline for comparison to production results. May be waived when 8 approved. 10 2) Dense -Graded Mixes: Us a Superpave Gyratory Compactor to design a 11 dense -graded mixture using the procedure provided in Tex-204-F that 12 meets the requirements listed in Tables 2, 3, 4, 5, 7, 8, and 9. 13 a) Design the mixture at 50 gyrations (Ndesign). Use a target laboratory- 14 molded density of 96.0% to design the mixture; however, adjustments 15 can be made to the Ndesign value as noted in Table 8. The Ndesign 16 level may be reduced to at least 35 gyrations at the Contractor's 17 discretion. The target density may be increased to 97% or 97.5% when 18 shown on the plans or specification. 19 b) A Texas Gyratory Compactor (TGC) may be used when shown on the 20 plans. 21 c) Provide Hamburg Wheel and indirect tensile strength tests and provide 22 results with the mixture design meeting the requirements in Table 7 and 23 8. 24 Table 9 Dense -Graded Mix Master Gradation Limits ( % Passing by Weight or Volume and VMA Require ents for dense gr ded mixes Sieve Size DG-B Fine Base DG-C Coarse Surface DG-D Fine Surface 2" — — — 1-1/2" 100 V 98.0-100.0 100 — 3/4" 84.0-98.0 95.0-100.0 100 1 /2" 98.0-100.0 3/8" 60.0-80.0 70.0-85.0 85.0-100.0 #4 40.0-60.0 43.0-63.0 50.0-70.0 #8 29.0-43.0 32.0-44.0 35.0-46.0 # 3 0 13.0-2 8.0 14.0-2 8.0 15.0-2 9.0 #50 6.0-20.0 7.0-21.0 7.0-20.0 #200 2.0-7.0 2.0-7.0 2.0-7.0 Design VMA', % Minimum — 13.0 1 14.0 15.0 Production Plant -Produced VNU % Minimum -1 12.5 1 13.5 1 14.5 25 26 8. Warm Mix Asphalt (WM ) 27 a. WM is defined as additives or processes that allow a reduction in the 28 temperature at which asphalt mixtures are produced and placed. 29 b. WM is allowed for use at the Contractor's option unless otherwise shown on 30 the Drawings. 31 c. Produce an asphalt mixture within the temperature range of 215 degrees F and 32 275 degrees F. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 7, 2024 City Project No. AUCRC-2026 32 12 16 - 13 ASPHALT PAVING Page 13 of 24 1 d. When WM is not required by Drawings, produce an asphalt mixture within 23 the temperature range of 215 degrees F and 275 degrees F. 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION 10 A. Hauling Operations 11 1. Before use, clean all truck beds to ensure mixture is not contaminated. 12 2. When a release agent is necessary to coat truck beds, use a release agent approved 13 by the City. 14 3. Petroleum based products, such as diesel fuel, should not be used. 15 4. If wind, rain, temperature or haul distance impacts cooling, insulate truck beds or 16 cover the truck bed with tarpaulin. 17 5. If haul time in project is to be greater than 30 minutes, insulate truck beds or cover 18 the truck bed with tarpaulin. 19 3.4 INSTALLATION 20 A. Equipment 21 1. General 22 a. Provide required or necessary equipment to produce, haul, place, compact, and 23 core asphalt concrete pavement. 24 b. Ensure weighing and measuring equipment complies with specification. 25 c. Synchronize equipment to produce a mixture meeting the required proportions. 26 2. Production Equipment 27 a. Provide: 28 1) Drum -mix type, weigh -batch, or modified weigh -batch mixing plants that 29 ensure a uniform, continuous production 30 2) Automatic proportioning and measuring devices with interlock cut-off 31 circuits that stop operations if the control system malfunctions 32 3) Visible readouts indicating the weight or volume of asphalt and aggregate 33 proportions 34 4) Safe and accurate means to take required samples by inspection forces 35 5) Permanent means to check the output of metering devices and to perform 36 calibration and weight checks 37 6) Additive -feed systems to ensure a uniform, continuous material flow in the 38 desired proportion 39 3. Weighing and Measuring Equipment 40 a. General 41 1) Provide weighing and measuring equipment for materials measured or 42 proportioned by weight or volume. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 7, 2024 City Project No. AUCRC-2026 32 12 16 - 14 ASPHALT PAVING Page 14 of 24 1 2) Provide certified scales, scale installations, and measuring equipment 2 meeting the requirements of NIST Handbook 44, except that the required 3 accuracy must be 0.4 percent of the material being weighed or measured. 4 3) Furnish leak -free weighing containers large enough to hold a complete 5 batch of the material being measured. 6 b. Truck Scales 7 1) Furnish platform truck scales capable of weighing the entire truck or truck- 8 trailer combination in a single draft. 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 c. Aggregate Batching Scales 1) Equip scales used for weighing aggregate with a quick adjustment at zero that provides for any change in tare. 2) Provide a visual means that indicates the required weight for each aggregate. d. Suspended Hopper 1) Provide a means for the addition or the removal of small amounts of material to adjust the quantity to the exact weight per batch. 2) Ensure the scale equipment is level. e. Belt Scales 1) Use belt scales for proportioning aggregate that are accurate to within 1.0 percent based on the average of 3 test runs, where no individual test run exceeds 2.0 percent when checked in accordance with Tex-920-K. f. Asphalt Material Meter 1) Provide an asphalt material meter with an automatic digital display of the volume or weight of asphalt material. 2) Verify the accuracy of the meter in accordance with Tex-921-K. 3) When using the asphalt meter for payment purposes, ensure the accuracy of the meter is within 0.4 percent. 4) When used to measure component materials only and not for payment, ensure the accuracy of the meter is within 1.0 percent. g. Liquid Asphalt Additive Meters 1) Provide a means to check the accuracy of meter output for asphalt primer, fluxing material, and liquid additives. 2) Furnish a meter that reads in increments of 0.1 gallon or less. 3) Verify accuracy of the meter in accordance with Tex-923-K. 4) Ensure the accuracy of the meter within 5.0 percent. 4. Drum -Mix Plants. Provide a mixing plant that complies with the requirements below. a. Aggregate Feed System 1) Provide: a) A minimum of 1 cold aggregate bin for each stockpile of individual materials used to produce the mix b) Bins designed to prevent overflow of material c) Scalping screens or other approved methods to remove any oversized material, roots, or other objectionable materials d) A feed system to ensure a uniform, continuous material flow in the desired proportion to the dryer e) An integrated means for moisture compensation f) Belt scales, weigh box, or other approved devices to measure the weight of the combined aggregate CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2024 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 32 12 16 - 15 ASPHALT PAVING Page 15 of 24 g) Cold aggregate bin flow indicators that automatically signal interrupted 2 material flow 3 b. Reclaimed Asphalt Pavement (RAP) Feed System 4 1) Provide a separate system to weigh and feed RAP into the hot mix plant. 5 c. Mineral Filler Feed System 6 1) Provide a closed system for mineral filler that maintains a constant supply 7 with minimal loss of material through the exhaust system. 8 2) Interlock the measuring device into the automatic plant controls to 9 automatically adjust the supply of mineral filler to plant production and 10 provide a consistent percentage to the mixture. 11 d. Heating, Drying, and Mixing Systems 12 1) Provide: 13 a) A dryer or mixing system to agitate the aggregate during heating 14 b) A heating system that controls the temperature during production to 15 prevent aggregate and asphalt binder damage 16 c) A heating system that completely burns fuel and leaves no residue 17 d) A recording thermometer that continuously measures and records the 18 mixture discharge temperature 19 e) Dust collection system to collect excess dust escaping from the drum. 20 e. Asphalt Binder Equipment 21 1) Supply equipment to heat binder to the required temperature. 22 2) Equip the heating apparatus with a continuously recording thermometer 23 located at the highest temperature point. 24 3) Produce a 24 hour chart of the recorded temperature. 25 4) Place a device with automatic temperature compensation that accurately 26 meters the binder in the line leading to the mixer. 27 5) Furnish a sampling port on the line between the storage tank and mixer. 28 Supply an additional sampling port between any additive blending device and 29 mixer. 30 f. Mixture Storage and Discharge 31 1) Provide a surge -storage system to minimize interruptions during operations 32 unless otherwise approved. 33 2) Furnish a gob hopper or other device to minimize segregation in the bin. 34 3) Provide an automated system that weighs the mixture upon discharge and 35 produces a ticket showing: 36 a) Date 37 b) Project identification number 38 c) Plant identification 39 d) Mix identification 40 e) Vehicle identification 41 f) Total weight of the load 42 g) Tare weight of the vehicle 43 h) Weight of mixture in each load 44 i) Load number or sequential ticket number for the day 45 g. Truck Scales 46 1) Provide standard platform scales at an approved location. 47 5. Weigh -Batch Plants. Provide a mixing plant that complies with Section 2.2.13.4 48 "Drum -Mix Plants," except as required below: 49 a. Screening and Proportioning CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 7, 2024 City Project No. AUCRC-2026 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 32 12 16 - 16 ASPHALT PAVING Page 16 of 24 1) Provide enough hot bins to separate the aggregate and to control proportioning of the mixture type specified. a) Supply bins that discard excessive and oversized material through overflow chutes. b) Provide safe access for inspectors to obtain samples from the hot bins. b. Aggregate Weigh Box and Batching Scales 1) Provide a weigh box and batching scales to hold and weigh a complete batch of aggregate. 2) Provide an automatic proportioning system with low bin indicators that automatically stop when material level in any bin is not sufficient to complete the batch. c. Asphalt Binder Measuring System 1) Provide bucket and scales of sufficient capacity to hold and weigh binder for 1 batch. d. M xer 1) Equipment mixers with an adjustable automatic timer that controls the dry and wet mixing period and locks the discharge doors for the required mixing period 2) Furnish a pug mill with a mixing chamber large enough to prevent spillage. 6. M difed Weigh -Batch Plants. Provide a mixing plant that complies with Section 2.2.B.5. "Weigh -Batch Plants," except as specifically described below. a. Aggregate Feeds 1) Aggregate control is required at the cold feeds. Hot bin screens are not required. b. Surge Bins 1) Provide 1 or more bins large enough to produce 1 complete batch of mixture. c. Hauling Equipment 1) Provide trucks with enclosed sides to prevent asphalt mixture loss. 2) Cover each load of mixture with waterproof tarpaulins. 3) Before use, clean all truck beds to ensure the mixture is not contaminated. 4) When necessary, coat the inside truck beds with an approved release agent from the City. d. Placement and Compaction Equipment 1) Provide equipment that does not damage underlying pavement. 2) Comply with laws and regulations concerning overweight vehicles. 3) When permitted, other equipment that will consistently produce satisfactory results may be used. 7. Asphalt Paver a. General 1) Furnish a paver that will produce a finished surface that meets longitudinal and transverse profile, typical section, and placement requirements. 2) Ensure the paver does not support the weight of any portion of hauling equipment other than the connection. 3) Provide loading equipment that does not transmit vibrations or other motions to the paver that adversely affect the finished pavement quality. 4) Equip the paver with an automatic, dual, longitudinal -grade control system and an automatic, transverse -grade control system. b. Tractor Unit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2024 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 32 12 16 - 17 ASPHALT PAVING Page 17 of 24 1 1) Supply a tractor unit that can push or propel vehicles, dumping directly into 2 the finishing machine to obtain the desired lines and grades to eliminate any 3 hand finishing. 4 2) Equip the unit with a hitch sufficient to maintain contact between the 5 hauling equipment's rear wheels and the finishing machine's pusher rollers 6 while mixture is unloaded. 7 c. Screed 8 1) Provide a heated compacting screed that will produce a finished surface 9 that meets longitudinal and transverse profile, typical section, and placement 10 requirements. 11 2) Screed extensions must provide the same compacting action and heating as 12 the main unit unless otherwise approved. 13 d. Grade Reference 14 1) Provide a grade reference with enough support that the maximum 15 deflection does not exceed 1/16 inch between supports. 16 2) Ensure that the longitudinal controls can operate from any longitudinal 17 grade reference including a string line, ski, mobile string line, or matching 18 shoes. 19 3) Furnish paver skis or mobile string line at least 40 feet long unless 20 otherwise approved. 21 8. Material Transfer Devices 22 a. Provide the specified type of device when shown on the Drawings. 23 b. Ensure the devices provide a continuous, uniform mixture flow to the asphalt 24 paver. 25 c. When used, provide windrow pick-up equipment constructed to pick up 26 substantially all roadway mixture placed in the windrow. 27 9. Remixing Equipment 28 a. When required, provide equipment that includes a pug mill, variable pitch 29 augers, or variable diameter augers operating under a storage unit with a 30 minimum capacity of 8 tons. 31 10. Motor Grader 32 a. When allowed, provide a self-propelled grader with a blade length of at least 12 33 feet and a wheelbase of at least 16 feet. 34 11. Handheld Infrared Thermometer 35 a. Provide a handheld infrared thermometer meeting the requirements of 36 Tex-244-F. 37 12. Rollers 38 a. The Contractor may use any type of roller to meet the production rates and 39 quality requirements of the Contract unless otherwise shown on the Drawings 40 or directed. 41 b. When specific types of equipment are required, use equipment that meets the 42 specified requirements. 43 c. Alternate Equipment 44 1) Instead of the specified equipment, the Contractor may, as approved, 45 operate other compaction equipment that produces equivalent results. 46 2) Discontinue the use of the alternate equipment and furnish the specified 47 equipment if the desired results are not achieved. 48 d. City may require Contractor to substitute equipment if production rate and 49 quality requirements of the Contract are not met. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 7, 2024 City Project No. AUCRC-2026 32 12 16 - 18 ASPHALT PAVING Page 18 of 24 1 13. Straightedges and Templates. Furnish 10-foot straightedges and other templates as 2 required or approved. 3 14. Distributor vehicles 4 a. Furnish vehicle that can achieve a uniform tack coat placement. 5 b. The nozzle patterns, spray bar height and distribution pressure must work 6 together to produce uniform application. 7 c. The vehicle should be set to provide a "double lap" or "triple lap" coverage. 8 d. Nozzle spray patterns should be identical to one another along the distributor 9 spray bar. 10 e. Spray bar height should remain constant. 11 f. Pressure within the distributor must be capable of forcing the tack coat material 12 out of spray nozzles at a constant rate. 13 15. Coring Equipment 14 a. When coring is required, provide equipment suitable to obtain a pavement 15 specimen meeting the dimensions for testing. 16 B. Construction 17 1. Design, produce, store, transport, place, and compact the specified paving mixture 18 in accordance with the requirements of this Section. 19 2. Unless otherwise shown on the Drawings, provide the mix design. 20 3. The City will perform quality assurance (QA) testing. 21 4. Provide quality control (QC) testing as needed to meet the requirements of this 22 Section. 23 C. Production Operations 24 1. General 25 a. The City may suspend production for noncompliance with this Section. 26 b. Take corrective action and obtain approval to proceed after any production 27 suspension for noncompliance. 28 2. Operational Tolerances 29 a. Stop production if testing indicates tolerances are exceeded on any of the 30 following: 31 1) 3 consecutive tests on any individual sieve 32 2) 4 consecutive tests on any of the sieves 33 3) 2 consecutive tests on asphalt content 34 b. Begin production only when test results or other information indicate, to the 35 satisfaction of the City, that the next mixture produced will be within Table 11 36 tolerances. 37 3. Storage and Heating of Materials 38 a. Do not heat the asphalt binder above the temperatures specified in Section 39 2.2.A. or outside the manufacturer's recommended values. 40 b. On a daily basis, provide the City with the records of asphalt binder and hot- 41 mix asphalt discharge temperatures in accordance with Table 10. 42 c. Unless otherwise approved, do not store mixture for a period long enough to 43 affect the quality of the mixture, nor in any case longer than 12 hours. 44 4. Mixing and Discharge of Materials 45 a. Notify the City of the target discharge temperature and produce the mixture 46 within 25 degrees F of the target. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 7, 2024 City Project No. AUCRC-2026 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 32 12 16 - 19 ASPHALT PAVING Page 19 of 24 b. Monitor the temperature of the material in the truck before shipping to ensure that it does not exceed the maximum production temperatures listed in Table 10. The City will not pay for or allow placement of any mixture produced above the maximum production temperatures listed in Table 10. c. Control the mixing time and temperature so that substantially all moisture is removed from the mixture before discharging from the plant. Table 10 Maximum Production Temnerature High -Temperature Binder Gradel Maximum Production Temperature PG 64 325°F PG 70 335"F PG 76 345°F The high -temperature binder grade refers to the high -temperature grade of the virgin asphalt binder used to produce the mixture. D. Placement Operations 1. Place the mixture to meet the typical section requirements and produce a smooth, finished surface or base course with a uniform appearance and texture. 2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches. 3. Place mixture so longitudinal joints on the surface course coincide with lane lines, or as directed. Ensure that all finished surfaces will drain properly. 4. When End Dump Trucks are used, ensure the bed does not contact the paver when raised. 5. Placement can be performed by hand in situations where the paver cannot place it adequately due to space restrictions. 6. Hand -placing should be minimized to prevent aggregate segregation and surface texture issues. 7. All hand placement shall be checked with a straightedge or template before rolling to ensure uniformity. 8. Place mixture within the compacted lift thickness shown in Table 11, unless otherwise shown on the Drawings or otherwise directed. Table 11 Comnacted Lift Thickness and Rennired Care Height Mixture Type Compacted Lift Thickness Minimum Untrimmed Core Height (in.) Eligible for Testing Minimum in. Maximum in. SP-B 2.50 4.0 2.00 SP-C 2.00 3.00 1.25 SP-D 1.25 2.00 1.25 DG-B 2.5 5.00 1 1.75 DG-D 1.5 3.0 1 1.25 9. Tack Coat a. Clean the surface before placing the tack coat. Unless otherwise approved, apply tack coat uniformly at the rate directed by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2024 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 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 32 12 16 - 20 ASPHALT PAVING Page 20 of 24 b. The City will set the rate between 0.04 and 0.10 gallons of residual asphalt per square yard of surface area. c. Apply a thin, uniform tack coat to all contact surfaces of curbs, structures, and all joints. d. Prevent splattering of tack coat when placed adjacent to curb, gutter, metal beam guard fence and structures. e. The City may use Tex-243-17 to verify that the tack coat has adequate adhesive properties. f. The City may suspend paving operations until there is adequate adhesion. g. The tack coat should be placed with enough time to break or set before applying hot mix asphalt layers. h. Traffic should not be allowed on tack coats. i. When a tacked road surface must be opened to traffic, they should be covered with sand to provide friction and prevent pick-up. j. A typical rate for applying a sand cover is 4 to 8 lbs/square yard. 10. General placement requirements a. Material should be delivered to maintain a relatively constant head of material in front of the screed. b. The hopper should never be allowed to empty during paving. c. Dumping wings between trucks not allowed. Dispose of at end of days production. E. Lay -Down Operation 1. Minimum Mixture Placement Temperatures. Use Table 12 for minimum mixture placement temperatures. 2. Windrow Operations. When hot mix is placed in windrows, operate windrow pickup equipment so that substantially all the mixture deposited on the roadbed is picked up and loaded into the paver. Table 12 Suggested Minimum Mixture Placement Temperature High -Temperature Binder Grade Minimum Placement Temperature Before Entering Paver PG 64 260°F PG 70 270OF PG 76 280°F F. Compaction 1. Use air void control unless ordinary compaction control is specified on the Drawings. 2. Avoid displacement of the mixture. If displacement occurs, correct to the satisfaction of the City. 3. Ensure pavement is fully compacted before allowing rollers to stand on the pavement. 4. Unless otherwise directed, use only water or an approved release agent on rollers, tamps, and other compaction equipment. 5. Keep diesel, gasoline, oil, grease, and other foreign matter off the mixture. 6. Unless otherwise directed, operate vibratory rollers in static mode when not compacting, when changing directions, or when the plan depth of the pavement mat is less than 1-1/2 inches. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2024 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 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 32 12 16 - 21 ASPHALT PAVING Page 21 of 24 7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers, and similar structures and in locations that will not allow thorough compaction with the rollers. 8. The City may require rolling with a trench roller on widened areas, in trenches, and in other limited areas. 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to traffic unless otherwise directed. 10. When directed, sprinkle the finished mat with water or limewater to expedite opening the roadway to traffic. 11. Air Void Control a. General 1) Compact dense -graded hot -mix asphalt to contain from 5 percent to 9 percent in -place air voids. 2) Do not increase the asphalt content of the mixture to reduce pavement air voids. b. Rollers 1) Furnish the type, size, and number of rollers required for compaction, as approved. 2) Use a pneumatic -tire roller to seal the surface, unless otherwise shown on the Drawings. 3) Use additional rollers as required to remove any roller marks. c. Air Void Determination 1) Unless otherwise shown on the Drawings, obtain 2 roadway specimens at each location selected by the City for in -place air void determination. 2) The City will measure air voids in accordance with Tex-207-F and Tex-227-F. 3) Before drying to a constant weight, cores may be predried using a Corelok or similar vacuum device to remove excess moisture. 4) The City will use the average air void content of the 2 cores to calculate the in -place air voids at the selected location. 12. Ordinary Compaction Control a. Furnish the type, size, and number of rollers required for compaction, as approved. Furnish at least 1 medium pneumatic -tire roller (minimum 12-ton weight). b. Use the control strip method given in Tex-207-F, Part IV, to establish rolling patterns that achieve maximum compaction. c. Follow the selected rolling pattern unless changes that affect compaction occur in the mixture or placement conditions. d. When such changes occur, establish a new rolling pattern. e. Compact the pavement to meet the requirements of the Drawings and specifications. £ When rolling with the 3-wheel, tandem or vibratory rollers, start by first rolling the joint with the adjacent pavement and then continue by rolling longitudinally at the sides. g. Proceed toward the center of the pavement, overlapping on successive trips by at least 1 ft., unless otherwise directed. h. M ke alternate trips of the roller slightly different in length. i. On superelevated curves, begin rolling at the low side and progress toward the high side unless otherwise directed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2024 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 32 12 16 - 22 ASPHALT PAVING Page 22 of 24 1 G. Irregularities 2 1. Identify and correct irregularities including, but not limited to segregation, rutting, 3 raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller 4 marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate 5 particles. 6 2. The City may also identify irregularities, and in such cases, the City shall promptly 7 notify the Contractor. 8 3. If the City determines that the irregularity will adversely affect pavement 9 performance, the City may require the Contractor to remove and replace (at the 10 Contractor's expense) areas of the pavement that contain the irregularities and areas 11 where the mixture does not bond to the existing pavement. 12 4. If irregularities are detected, the City may require the Contractor to immediately 13 suspend operations or may allow the Contractor to continue operations for no more 14 than 1 day while the Contractor is taking appropriate corrective action. 15 5. The City may suspend production or placement operations until the problem is 16 corrected. 17 6. At the expense of the Contractor and to the satisfaction of the City, remove and 18 replace any mixture that does not bond to the existing pavement or that has other 19 surface irregularities identified above. 20 3.5 REPAIR 21 A. See Section 32 01 17. 22 3.6 QUALITY CONTROL 23 A. Production Testing 24 1. Perform production tests to verify asphalt paving meets the performance standard 25 required in the plans and specifications. Lab technicians need to obtain Level IA 26 certification provided by the Hot Mix Asphalt Center certification program to 27 perform production testing 28 a. Perform one (1) theoretical maximum specific (rice) gravity test (using Tex- 29 227-F test method) per day per mix type. 30 b. City may perform aggregate gradation & asphalt binder content tests (using 31 Tex-236-F test method). The aggregate gradation must be within the master 32 gradation limits in Table 6 for Superpave mixes and Table 9 for dense graded 33 mixes, and the asphalt binder must be within 0.5% of the job mix formula 34 target. 35 B. In -place Density Testing 36 1. In -place Density Testing using the Nuclear Gauge 37 a. Compact the pavement uniformly to an in -place density of 92.5% to 96.3%. 38 b. City performs density testing every 200 linear feet at random locations. A 39 pavement section not meeting the specified density shall be subject to monetary 40 penalties or removal and replacement at the Contractor's expense as shown in 41 Table 13. However, cores can be obtained in areas under deficient compaction 42 to measure in -place density at the contractor's expense and override nuclear 43 gauge in -place density test results. 44 c. City may choose to use pavement core samples in lieu of nuclear gauges to 45 measure in -place density of asphalt pavement. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 7, 2024 City Project No. AUCRC-2026 32 12 16 - 23 ASPHALT PAVING Page 23 of 24 Table 13 Density Payment Schedule % Com action Percent of Contract Price Allowed below 91 remove and replace at the entire cost and expense of Contractor as directed by City. 91-92.4 80% 92.5-96.3 100% 96.4-97.3 80% Over 97.3 remove and replace at the entire cost and expense of Contractor as directed by City. 5 d. The amount of penalty shall be deducted from payment due to Contractor. 6 C. Pavement Thickness Test 7 1. City to core asphalt paving from the normal thickness of section once acceptable 8 density achieved. City identifies location of cores. 9 a. City performs HMAC coring every 200 linear feet at random locations to 10 measure pavement thickness. However, location adjustments are important as 11 cores taken near pavement edges or longitudinal joints may not be an accurate 12 representation of the pavement thickness. Cores, 4 in. (100 mm) in diameter, 13 shall be taken for the full depth of the HMAC pavement. Cores are not to be 14 taken within 6-in. of the edge of pavement, within 3-in. of longitudinal joints, 15 and at or near tie-ins at either end of the mat. Immediately after obtaining the 16 cores, the testing lab should dry the core holes, fill the holes with the 17 appropriate asphalt mixture, and compact them properly. 18 b. City measures each core thickness by averaging at least 3 measurements. 19 c. In the event a deficiency in the thickness of pavement is revealed during 20 testing, subsequent tests necessary to isolate the deficiency shall be at the 21 Contractor's expense. 22 d. The cost for additional coring tests shall be at the same rate charged by 23 commercial laboratories. 24 e. Where the average thickness of pavement in the area found to be deficient, 25 payment shall be made at an adjusted price as specified in Table 14. 26 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 7, 2024 City Project No. AUCRC-2026 1 2 3 4 5 6 7 8 I 10 11 12 13 14 15 16 17 18 32 12 16 - 24 ASPHALT PAVING Page 24 of 24 Table 14 Thickness Deficienev Penalties Deficiency in Thickness Proportional Part Determined by Cores Of Contract Price Greater Than 0 percent - Not More than 90 percent 10 percent Greater Than 10 percent -Not More 80 percent than 15 percent remove and replace at the entire cost Greater Than 15 percent and expense of Contractor as directed by City. 2. If, in the judgment of the City, the area of such deficiency warrants removal, the area shall be removed and replaced, at the Contractor's entire expense, with asphalt paving of the thickness shown on the Drawings. 3. No additional payment over the contract unit price shall be made for any pavement of a thickness exceeding that required by the Drawings. 3.7 FIELD 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 12/20/2012 D. Johnson 1.2.A — Modified items to be included in price bid 1.2 - Made minor revisions for clarification 1.6 — Updated section related to City review and approval of mix design 1.11 — Updated Table 1 related to temperature requirements 2.2 — Updated Table 2, 3 & 4, revised requirements fir Asphalt Binder/Mix Designs, 06/07/2024 M Owen replaced Table 5, included Mix — design requirements, added Table 6, 7, 8 and 9 3.4 — Added Table 10 and 11 and updated Table 12and deleted sections related to Air Voids Out of Range and Test Section 3.6 — Revised Quality Control requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 7, 2024 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 32 13 13- 1 CONCRETE PAVING Page 1 of 22 1 SECTION 32 13 13 2 CONCRETE PAVING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Finished pavement constructed of Portland cement or Blended Hydraulic Cements 7 concrete including monolithically poured curb on the prepared subgrade or other 8 base course. 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 - Procurement and Contracting Requirements 13 2. Division 1 - General Requirements 14 3. Section 32 0129 - Concrete Paving Repair 15 4. Section 32 13 73 - Concrete Paving Joint Sealants 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement 18 1. Measurement 19 a. Measurement for this Item shall be by the square yard of completed and 20 accepted Concrete Pavement in its final position as measured from back of curb 21 for various: 22 1) Classes 23 2) Thicknesses 24 2. Payment 25 a. The work performed and materials furnished in accordance with this Item will 26 be paid for at the unit price bid per square yard of Concrete Pavement. 27 3. The price bid shall include: 28 a. Shaping and fine grading the placement area 29 b. Furnishing and applying all water required 30 c. Furnishing, loading and unloading, storing, hauling and handling all concrete 31 ingredients including all freight and royalty involved 32 d. Mixing, placing, finishing and curing all concrete 33 e. Furnishing and installing all reinforcing steel 34 f. Formworks, braces and supports 35 g. Furnishing all materials and placing longitudinal, warping, expansion, and 36 contraction joints, including all steel dowels, dowel caps and load transmission 37 units required, wire and devices for placing, holding and supporting the steel 38 bar, load transmission units, and joint filler material in the proper position; for 39 coating steel bars where required by the Drawings 40 h. Sealing joints 41 i. Monolithically poured curb and gutter if needed CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 32 13 13-2 CONCRETE PAVING Page 2 of 22 1 j. Cleanup 2 1.3 REFERENCES 3 A. Reference Standards 4 1. Reference standards cited in this specification refer to the current reference standard 5 published at the time of the latest revision date logged at the end of this 6 specification, unless a date is specifically cited. 7 2. ASTM International (ASTM): 8 a. A615/A615M, Standard Specification for Deformed and Plain Carbon -Steel 9 Bars for Concrete Reinforcement 10 b. C31/C31M, Standard Practice for Making and Curing Concrete Test Specimens 11 in the Field 12 c. C33/C33M, Standard Specification for Concrete Aggregates 13 d. C39/C39M, Standard Test Method for Compressive Strength of Cylindrical 14 Concrete Specimens 15 e. C42/C42M, Standard Test Method for Obtaining and Testing Drilled Cores and 16 Sawed Beams of Concrete 17 f. C94/C94M, Standard Specifications for Ready -Mixed Concrete 18 g. C 150/C 150M, Standard Specification for Portland Cement 19 h. C156, Standard Test Method for Water Loss (from a mortar specimen) Through 20 Liquid Membrane -Forming Curing Compounds for Concrete 21 i. C 172/C 172M, Standard Practice for Sampling Freshly Mixed Concrete 22 j. C260/C260M, Air Entraining Admixtures for Concrete 23 k. C309, Standard Specification for Liquid Membrane -Forming Compounds for 24 Curing Concrete, Type 2 25 1. C494/C494M, Standard Specification for Chemical Admixtures for Concrete, 26 Types "A", "D", "F" and "G" 27 in. C595/C595M, Standard Specification for Blended Hydraulic Cements 28 n. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral 29 Admixture in Concrete 30 o. C88l/C881M, Standard Specification for Epoxy -Resin -Base Bonding Systems 31 for Concrete 32 p. C1064/C1064M, Standard Test Method for Temperature of Freshly Mixed 33 Hydraulic -Cement Concrete 34 q. C1602/C1602M, Standard Specification for Mixing Water Used in the 35 Production of Hydraulic Cement Concrete. 36 r. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort 37 (12,400 ft-lbf/ft3) 38 3. American Concrete Institute (ACI): 39 a. ACI 305.1-14 Specification for Hot Weather Concreting 40 b. ACI 306.1-90, Standard Specification for Cold Weather Concreting 41 c. ACI 318, Building Code Requirements for Structural Concrete and Commentary 42 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 43 1.5 SUBMITTALS [NOT USED] 44 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 45 A.Mix Design: submit for approval. See Item 2A.A. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 32 13 13-3 CONCRETE PAVING Page 3 of 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD CONDITIONS 6 A. Weather Conditions 7 1. Place concrete when concrete temperature is between 40°F and 95°F when 8 measured in accordance with ASTM C1064 at point of placement. 9 2. Hot Weather Concreting 10 a. When first concrete temperature reading is over 95°F (but under 100°F), no 11 more trucks shall be loaded at the plant. Truck already in transit can place 12 concrete. 13 b. Contractor, at his or her option and expense, may continue to load trucks if ice 14 or other effective cooling methods are used to lower temperatures. The resultant 15 temperatures shall be in the acceptable range. 16 c. Concrete shall not be placed when concrete temperature is above 100°F under 17 any circumstances. 18 3. Cold Weather Concreting 19 a. No concrete shall be placed when ambient temp in shade and away from 20 artificial heat is below 40°F and falling. Concrete may be placed when ambient 21 temp is above 35°F and rising. Unless the City Project Manager or designee 22 approves paving to continue, suspend concreting operations if a descending air 23 temperature in the shade and away from artificial heat falls below 40°F. Do not 24 resume concreting operations until an ascending air temperature in the shade and 25 away from artificial heat reaches 35°F and rising. Contractor should take all the 26 precautions necessary to prevent freezing of concrete. Frozen concrete must be 27 removed and replaced. 28 4. It is to be distinctly understood that the Contractor is responsible for the quality and 29 strength of the concrete placed under any weather conditions. 30 B. Time: Place concrete after sunrise and no later than sunset shall permit the finishing of the 31 pavement in natural light, or as directed by the City. 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS 34 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 35 2.2 MATERIALS 36 A. Cementitious Material: ASTM C150, ASTM C595 Type IL Cement. 37 B. Aggregates: ASTM C33. 38 C. Water: ASTM C1602. 39 D. Admixtures: When admixtures are used, conform to the appropriate specification: CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 32 13 13-4 CONCRETE PAVING Page 4 of 22 1 1. Air -Entraining Admixtures for Concrete: ASTM C260. 2 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G." 3 3. Fly Ash 4 a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: 5 ASTM C618. 6 b. Fly ash may be substituted at one pound per pound of cement up to 25% of the 7 specified cement content when such batch design is approved by the Engineer. 8 E. Steel Reinforcement: ASTM A615. 9 F. Steel Wire Reinforcement: Not used for concrete pavement. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 G. Dowels and Tie Bars 1. Dowel and tie bars: ASTM A615. 2. Dowel Caps a. Provide and install dowel caps with enough range of movement to allow complete closure of the expansion joint. b. Caps for dowel bars shall be of the length shown on the Drawings and shall have an internal diameter sufficient to permit the cap to freely slip over the bar. c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, and one end of the cap shall be tightly closed. 3. Epoxy for Dowel and Tie Bars: ASTM C881. a. See the following table for approved producers of epoxies and adhesives Table 1 Pre -Qualified Producers of Epoxies and Adhesives Product Name Producer Concresive 1420 BASF HTE-50 Hilti T 308 + Powers Fasteners P E 1000+ Powers Fasteners C-6 Ramset-Redhead Epcon G-5 Ramset-Redhead Pro-Poxy-300 Fast Tube Unitex Shep-Poxy TxIII CMC Construction Services Ultrabond 1300 Tubes Adhesives Technology Ultrabone 2300 N.S. A-22-2300 Slow Set Adhesives Technology Dynapoxy EP-430 Pecora Corp. EDOT Simpson Strong Tie ET22 Simpson Strong Tie SET 22 Simpson Strong Tie SpecPoxy 3000FS SpecChem b. Epoxy Use, Storage and Handling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 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 32 13 13-5 CONCRETE PAVING Page 5 of 22 1) Package components in airtight containers and protect from light and moisture. 2) Include detailed instructions for the application of the material and all safety information and warnings regarding contact with the components. 3) Epoxy label requirements a) Resin or hardener components b) Brand name c) Name of manufacturer d) Lot or batch number e) Temperature range for storage f) Date of manufacture g) Expiration date h) Quantity contained 4) Store epoxy and adhesive components at temperatures recommended by the manufacturer. 5) Do not use damaged or previously opened containers and any material that shows evidence of crystallization, lumps skinning, extreme thickening, or settling of pigments that cannot be readily dispersed with normal agitation. 6) Follow sound environmental practices when disposing of epoxy and adhesive wastes. 7) Dispose of all empty containers separately. 8) Dispose of epoxy by completely emptying and mixing the epoxy before disposal H. Reinforcement Bar Chairs 1. Reinforcement bar chairs or supports shall be of adequate strength to support the reinforcement bars and shall not bend or break under the weight of the reinforcement bars or Contractor's personnel walking on the reinforcing bars. 2. Bar chairs may be made of metal (free of rust), precast mortar or concrete blocks or plastic. 3. For approval of plastic chairs, representative samples of the plastic shall show no visible indications of deterioration after immersion in a 5-percent solution of sodium hydroxide for 120-hours. 4. Bar chairs may be rejected for failure to meet any of the requirements of this specification. I. Joint Filler 1. Joint filler is the material placed in concrete pavement and concrete structures to allow for the expansion and contraction of the concrete. 2. Wood Boards: Used as joint filler for concrete paving. a. Boards for expansion joint filler shall be of the required size, shape and type indicated on the Drawings or required in the specifications. 1) Boards shall be of selected stock of redwood or cypress. The boards shall be sound heartwood and shall be free from sapwood, knots, clustered birdseyes, checks and splits. 2) Joint filler, boards, shall be smooth, flat and straight throughout, and shall be sufficiently rigid to permit ease of installation. 3) Boards shall be furnished in lengths equal to the width between longitudinal joints, and may be furnished in strips or scored sheet of the required shape. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 32 13 13-6 CONCRETE PAVING Page 6 of 22 1 3. Dimensions. 2 a. The thickness of the expansion joint filler shall be shown on the Drawings; the 3 width shall be not less than that shown on the Drawings, providing for the top 4 seal space. 5 4. Rejection. 6 a. Expansion joint filler maybe rejected for failure to meet any of the requirements 7 of this specification. 8 J. Joint Sealants. 9 a. Provide Joint Sealants in accordance with Section 32 13 73. 10 K. Curing Materials 11 1. Membrane -Forming Compounds. 12 a. Conform to the requirements of ASTM C309, Type 2, white pigmented 13 compound and be of such nature that it shall not produce permanent 14 discoloration of concrete surfaces nor react deleteriously with the concrete. 15 b. The compound shall produce a firm, continuous uniform moisture -impermeable 16 film free from pinholes and shall adhere satisfactorily to the surfaces of damp 17 concrete. 18 c. It shall, when applied to the damp concrete surface at the specified rate of 19 coverage, dry to touch in 1 hour and dry through in not more than 4 hours under 20 normal conditions suitable for concrete operations. 21 d. It shall adhere in a tenacious film without running off or appreciably sagging. 22 e. It shall not disintegrate, check, peel or crack during the required curing period. 23 £ The compound shall not peel or pick up under traffic and shall disappear from 24 the surface of the concrete by gradual disintegration. 25 g. The compound shall be delivered to the job site in the manufacturer's original 26 containers only, which shall be clearly labeled with the manufacturer's name, the 27 trade name of the material and a batch number or symbol with which test 28 samples may be correlated. 29 h. When tested in accordance with ASTM C 15 6 Standard Test Method for Water 30 Loss (from a mortar specimen) Through Liquid Membrane -Forming Curing 31 Compounds for Concrete, the liquid membrane -forming compound shall restrict 32 the loss of water present in the test specimen at the time of application of the 33 curing compound to not more than 0.01-oz.-per-2 inches of surface. 34 2.3 ACCESSORIES [NOT USED] 35 2.4 SOURCE QUALITY CONTROL 36 A. Mix Design 37 1. Concrete Mix Design and Control 38 a. The City has a pre -approved list of concrete mix designs. The pre -approved list 39 can be found on e-Builder under 000000 "Project Resources". These mix 40 designs meet the requirements of applicable City specifications, and the 41 Contractor may use mix designs from the list without the need for review and 42 approval. The Contractor shall notify the City in writing which mix in the pre- 43 approved list the Contractor uses for a project. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 32 13 13-7 CONCRETE PAVING Page 7 of 22 1 b. For a mix design not included in the pre -approved list, the Contractor shall 2 submit a design of the concrete mix it proposes to use and a full description of 3 the source of supply of each material component at least 10 calendar days prior 4 to the start of concrete paving operations. 5 c. The design of the concrete mix shall produce a quality concrete complying with 6 these specifications and shall include the following information: 7 1) Design Requirements and Design Summary 8 2) Material source 9 3) Dry weight of cement/cubic yard and type 10 4) Dry weight of fly ash/cubic yard and type, if used 11 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard 12 6) Design water/cubic yard 13 7) Quantities, type, and name of admixtures with manufacturer's data sheets 14 8) Current strength tests or strength tests in accordance with ACI 318 15 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates 16 and date of tests 17 10) Fineness modulus of fine aggregate 18 11) Specific Gravity and Absorption Values of fine and coarse aggregates 19 12) L.A. Abrasion of coarse aggregates 20 d. Once mix design approved by City, maintain intent of mix design and 21 maximum water to cement ratio. 22 e. No concrete may be placed on the job site until the mix design has been 23 approved by the City. 24 2. Quality of Concrete 25 a. Consistency 26 1) In general, the consistency of concrete mixtures shall be such that: 27 a) Mortar shall cling to the coarse aggregate 28 b) Aggregate shall not segregate in concrete when it is transported to the 29 place of deposit 30 c) Concrete, when dropped directly from the discharge chute of the mixer, 31 shall flatten out at the center of the pile, but the edges of the pile shall 32 stand and not flow 33 d) Concrete and mortar shall show no free water when removed from the 34 mixer 35 e) Concrete shall slide and not flow into place when transported in metal 36 chutes at an angle of 30 degrees with the horizontal 37 f) Surface of the finished concrete shall be free from a surface film or 38 laitance 39 2) When field conditions are such that additional moisture is needed for the 40 final concrete surface finishing operation, the required water shall be applied 41 to the surface by hand sprayer only and be held to a minimum amount. 42 3) The concrete shall be workable, cohesive, possess satisfactory finishing 43 qualities and be of the stiffest consistency that can be placed and vibrated into 44 a homogeneous mass. 45 4) Excessive bleeding shall be avoided. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 32 13 13-8 CONCRETE PAVING Page 8 of 22 1 5) If the strength or consistency required for the class of concrete being 2 produced is not secured with the minimum cement specified or without 3 exceeding the maximum water/cement ratio, the Contractor may use, or the 4 City may require, an approved cement dispersing agent (water reducer); or 5 the Contractor shall furnish additional aggregates, or aggregates with 6 different characteristics, or the Contractor may use additional cement in 7 order to produce the required results. 8 6) The additional cement may be permitted as a temporary measure, until 9 aggregates are changed and designs checked with the different aggregates 10 or cement dispersing agent. 11 7) The Contractor is solely responsible for the quality of the concrete 12 produced. 13 8) The City reserves the right to independently verify the quality of the 14 concrete through inspection of the batch plant, testing of the various 15 materials used in the concrete and by casting and testing concrete cylinders 16 or beams on the concrete actually incorporated in the pavement. 17 b. Standard Class 18 1) Unless otherwise shown on the Drawings or detailed specifications, the 19 standard class for pavement and related concrete for streets and alleys is 20 shown in the following table: 21 22 23 24 25 26 27 28 29 30 31 32 33 Table 2: Standard Classes of Pavement and Related Concrete 28 Day Min. Coarse Class Minimum Compressive Max. Aggregate Concretteel Cementitious S w/c Maximum General Usage (Informational Only) (Lb. /CY) (Psi)th Ratio Size Inch Sidewalks and ADA ramps, A 470 3,000 0.58 1-1/2 driveways, curb & gutter, median pavement Inlets, manholes, junction boxes, CIP 470 3.000 0.50 1-1/2 encasement, blocking, collars, footing light pole foundations C 517 3,600 0.45 1-1/2 Headwalls, wing walls, culverts, drilled shaft light -pole foundations P 517 3,600 0.45 1-1/2 Machine -Placed Paving H 564 4,500 0.45 1-1/2 Hand -Placed Paving HES 564 4,500 0.45 1-1/2 HES Paving S 564 4,000 0.45 1-1/2 Bridge slabs, top slabs of direct traffic culverts, approach slabs 1. All exposed horizontal concrete shall have a minimum of 3% entrained -air. a) Concrete Sidewalks and Curb & Gutter: Class A b) Cast -In -Place Concrete Structures: Class CIP and Class C c) Machine -Laid concrete: Class P d) Hand -Laid concrete: Class H e) Structural Concrete: Class S f) High Early Strength Concrete: Class HES (1) When shown on the Drawings or allowed, provide Class HES concrete for very early opening of pavements area or leave outs to traffic. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 32 13 13-9 CONCRETE PAVING Page 9 of 22 (2) Design class HES to meet the requirements of class specified for concrete pavement and a minimum compressive strength of 2,600 psi in 24 hours, or 3000 psi in 72 hours unless other early strength and time requirements are shown on the Drawings allowed. C. Slump 1) Slump requirements for pavement and related concrete shall be as specified in the following table: Table 3: Concrete Pavement and Related Concrete Slump Requirements Add classes of concrete Recommended Design Acceptable Concrete Use and Placement Slump Placement Slump Inch Inch Slip-Form/Form-Riding Paving 1-1/2 1 —3 Hand Formed Paving 4 3-5 Headwalls, wing walls, culverts, inlets, manholes, junction boxes, encasement, blocking, collars, light pole 4 3-5 Footing Foundations, slabs, sidewalk, curb and gutter, concrete valley gutter and other miscellaneous concrete Drilled shaft Foundations 61i2 51i2— 7'i2 2) No concrete shall be permitted with slump in excess of the maximums shown. 3) Any concrete mix failing to meet the above consistency requirements, although meeting the slump requirements, shall be considered unsatisfactory, and the mix shall be changed to correct such unsatisfactory conditions. 17 PART 3 - EXECUTION 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Equipment 23 1. All equipment necessary for the construction of this item shall be on the project. 24 2. The equipment shall include spreading devices (augers), internal vibration, 25 tamping, and surface floating necessary to finish the freshly placed concrete in such 26 a manner as to provide a dense and homogeneous pavement. 27 3. Machine -Laid Concrete Pavement 28 a. Fixed -Form Paver. Fixed -form paving equipment shall be provided with forms 29 that are uniformly supported on a sufficiently firm subbase to prevent sagging 30 under the weight of machine. 31 b. Slip -Form Paver 32 1) Slip -form paving equipment shall be provided with traveling side forms of 33 sufficient dimensions, shape and strength so as to support the concrete 34 laterally for a sufficient length of time during placement. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 32 13 13- 10 CONCRETE PAVING Page 10 of 22 1 2) City may reject use of Slip -Form Paver if paver requires over -digging and 2 impacts trees, mailboxes or other improvements. 3 4. Hand -Laid Concrete Pavement 4 a. Machines that do not incorporate these features, such as roller screeds or 5 vibrating screeds, shall be considered tools to be used in hand -laid concrete 6 construction, as slumps, spreading methods, vibration, and other procedures are 7 more common to hand methods than to machine methods. 8 5. City may reject equipment and stop operation if equipment does not meet 9 requirements. 10 B. Concrete Mixing and Delivery ll 1. Transit Batching: shall not be used — onsite mixing not permitted 12 2. Ready Mixed Concrete 13 a. The concrete shall be produced in an approved method conforming to the 14 requirements of this specification and ASTM C94/C94M. 15 b. City shall have access to ready mix plant to obtain material samples. 16 c. When ready -mix concrete is used, sample concrete per ASTM C172 17 1) As the mixer is being emptied, individual samples shall be taken between 18 the discharge of approximately 10 percent and 90 percent of the load. 19 2) The method of sampling shall provide that the samples are representative of 20 widely separated portions, but not from the very ends of the batch. 21 d. The mixing of each batch, after all materials are in the drum, shall continue until 22 it produces a thoroughly mixed concrete of uniform mass as determined by 23 established mixer performance ratings and inspection, or appropriate uniformity 24 tests as described in ASTM C94. 25 e. The entire contents of the drum shall be discharged before any materials are 26 placed therein for the succeeding batch. 27 f. Retempering or remixing shall not be permitted. 28 3. Delivery 29 a. Deliver concrete at an interval not exceeding 30 minutes or as determined by 30 City to prevent cold joint. 31 4. Delivery Tickets (Batch Tickets) 32 a. For all operations, the Contractor shall, before unloading, furnish to the City 33 Project Manager with each batch of concrete at the site a copy of delivery ticket/ 34 batch ticket on which is printed, stamped, or written, the following information 35 to determine that the concrete was proportioned in accordance with the 36 approved mix design. Concrete delivered without a delivery ticket/ batch ticket 37 containing complete information as specified herein may be rejected: 38 1) Name of concrete supplier 39 2) Serial number of ticket 40 3) Date 41 4) Truck number 42 5) Name of purchaser 43 6) Specific designation of job (name and location) 44 7) Concrete Class designation 45 8) Approved Mix Design number 46 9) Amount of concrete in cubic yards 47 10) Time loaded or of first mixing of cement and aggregates 48 11) Water added by receiver of concrete CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 32 13 13- 11 CONCRETE PAVING Page 11 of 22 1 12) Type, brand, and amount of admixtures 2 b. Electronic tickets (e-tickets) are allowed as long as the City will get access to the 3 delivery ticket/ batch ticket and if the ticket is downloadable and saved by the 4 Project Manager in PDF format for future reference. The Project Manager may 5 discontinue use of the e-ticketing and require printed tickets as needed if the e- 6 ticketing system fails to meet the above requirements. 7 C. Subgrade 8 1. When manipulation or treatment of subgrade is required on the Drawings, the work 9 shall be performed in proper sequence with the preparation of the subgrade for 10 pavement. 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 2. The roadbed shall be excavated and shaped in conformity with the typical sections and to the lines and grades shown on the Drawings or established by the City. 3. All holes, ruts and depressions shall be filled and compacted with suitable material and, if required, the subgrade shall be thoroughly wetted and reshaped. 4. Irregularities of more than 1/2 inch, as shown by straightedge or template, shall be corrected. 5. The subgrade shall be uniformly compacted to at least 95 percent of the maximum dry density as determined by ASTM D698. 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. 7. The prepared subgrade shall be wetted down sufficiently in advance of placing the pavement to ensure its being in a firm and moist condition. 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution of the work. 9. The Contractor shall notify the City/ Testing Lab at least 24 hours in advance of its intention to place concrete pavement. 10. After the specified moisture and density are achieved, the Contractor shall maintain the subgrade moisture and density in accordance with this Section. 11. In the event that rain or other conditions may have adversely affected the condition of the subgrade or base, additional tests may be required as directed by the City. D. Placing and Removing Forms 1. Placing Forms a. Forms for machine -laid concrete (Fixed -Form Paver) 1) The side forms shall be metal, of approved cross section and bracing, of a height no less than the prescribed edge thickness of the concrete section, and a minimum of 10 feet in length for each individual form. 2) Forms shall be of ample strength and staked with adequate number of pins capable of resisting the pressure of concrete placed against them and the thrust and the vibration of the construction equipment operating upon them without appreciable springing, settling or deflection. 3) The forms shall be free from warps, bends or kinks and shall show no variation from the true plane for face or top. 4) Forms shall be jointed neatly and tightly and set with exactness to the established grade and alignment. 5) Forms shall be set to line and grade at least 200 feet, where practicable, in advance of the paving operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 32 13 13-12 CONCRETE PAVING Page 12 of 22 1 6) In no case shall the base width be less than 8 inches for a form 8 inches or 2 more in height. 3 7) Forms must be in firm contact with the subgrade throughout their length 4 and base width. 5 8) If the subgrade becomes unstable, forms shall be reset, using heavy stakes 6 or other additional supports may be necessary to provide the required 7 stability. 8 9 b. Forms for hand -laid concrete 10 1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2 11 inches in thickness or equivalent when wooden forms are used, or be of a 12 gauge that shall provide equivalent rigidity and strength when metal forms are 13 used. 14 2) For curves with a radius of less than 250 feet, acceptable flexible metal or 15 wood forms shall be used. 16 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line 17 shall be rejected. 18 2. Form -Release Agent 19 a. Shall not bond with, stain or adversely affect concrete surfaces and 20 reinforcement bars. 21 b. For steel form -facing materials, formulate with rust inhibitor 22 3. Settling. 23 When forms settle over 1/8 inch under finishing operations, paving operations shall 24 be stopped, the forms reset to line and grade and the pavement then brought to the 25 required section and thickness. 26 4. Cleaning. 27 5. Forms shall be thoroughly cleaned of all debris before each use.Removal. 28 a. Forms shall remain in place until the concrete has taken its final set. 29 b. Avoid damage to the edge of the pavement when removing forms. 30 c. Repair damage resulting from form removal and honeycombed areas with a 31 mortar mix within 24 hours after form removal unless otherwise approved. 32 d. Clean joint face and repair honeycombed or damaged areas within 24 hours 33 after a bulkhead for a transverse construction joint has been removed unless 34 otherwise approved. 35 e. When forms are removed before 72 hours after concrete placement, promptly 36 apply membrane curing compound to the edge of the concrete pavement. 37 E. Placing Reinforcing Steel, Tie, and Dowel Bars 38 1. General 39 a. When reinforcing steel tie bars, dowels, etc., are required, they shall be placed as 40 shown on the Drawings. All reinforcement bars shall have a clear cover as 41 shown on the Drawings. 42 b. All reinforcing steel shall be clean, free from rust in the form of loose or 43 objectionable scale, and of the type, size and dimensions shown on the 44 Drawings. 45 c. Reinforcing bars shall be securely wired together at all intersections except 46 where spacing is less than 1 foot in each direction, in which case, alternative 47 intersections shall be tied, and all splices shall be securely tied at each 48 intersection dowel and load -transmission unit intersected. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 32 13 13- 13 CONCRETE PAVING Page 13 of 22 1 d. All reinforcement bars shall be installed in their required position as shown on 2 the Drawings. 3 e. The storing of reinforcing or structural steel on completed roadway slabs 4 generally shall be avoided and, where permitted, such storage shall be limited to 5 quantities and distribution that shall not induce excessive stresses. 6 2. Splices 7 a. Provide standard reinforcement splices by lapping and tying ends. 8 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on 9 the Drawings. 10 3. Installation of Reinforcing Steel 11 a. All reinforcing bars and bar mats shall be installed in the slab at the required 12 depth below the finished surface and supported by and securely attached to bar 13 chairs installed on prescribed longitudinal and transverse centers as shown by 14 sectional and detailed drawings on the Drawings. 15 b. The chair assembly shall be similar and equal to that shown on the Drawings 16 and shall be approved by the City prior to extensive fabrication. 17 c. After the reinforcing steel is securely installed above the subgrade as specified 18 in Drawings and as herein prescribed, no loading shall be imposed upon the bar 19 mats or individual bars before or during the placing or finishing of the concrete. 20 4. Installation of Dowel Bars 21 a. Install through the predrilled joint filler and rigidly support in true horizontal 22 and vertical positions by an assembly of bar chairs and dowel baskets. 23 b. Dowel Baskets 24 1) The dowels shall be held in position exactly parallel to surface and 25 centerline of the slab, by a dowel basket that is left in the pavement. 26 2) The dowel basket shall hold each dowel in exactly the correct position so 27 firmly that the dowel's position cannot be altered by concreting operations. 28 c. Dowel Caps 29 1) Install cap to allow the bar to move not less than 1-1/4 inch in either 30 direction. Apply grease coat on the bar before adding cap to prevent bonding 31 with the concrete. 32 5. Tie Bar and Dowel Placement 33 a. Place at mid -depth of the pavement slab, parallel to the surface. 34 b. Place as shown on the Drawings. 35 6. Epoxy for Tie and Dowel Bar Installation 36 1) Epoxy bars as shown on the Drawings. 37 2) Use only drilling operations that do not damage the surrounding structures. 38 3) Blow out drilled holes with compressed air. 39 4) Completely fill the drilled hole with approved epoxy before inserting the tie 40 bar into the hole. 41 5) Install epoxy grout and bar at least 6 inches embedded into concrete. 42 F. Joints 43 1. Joints shall be placed where shown on the Drawings or where directed by the City. 44 2. The plane of all joints shall make a right angle with the surface of the pavement. 45 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 46 4. Joint Dimensions CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 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 32 13 13- 14 CONCRETE PAVING Page 14 of 22 a. The width of the joint shall be shown on the Drawings, creating the joint sealant reservoir. b. The depth of the joint shall be shown on the Drawings. c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's recommendations. d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement surface at the center of the joint. 5. Transverse Expansion Joints a. Expansion joints shall be installed perpendicularly to the surface and to the centerline of the pavement at the locations shown on the Drawings, or as approved by the City. Expansion joints shall continue to the farthest outside edge of paving and adjacent slabs, and should extend through monolithic or attached curbs so that there is no restriction to the movement of the joint at any point. b. Joints shall be of the design width, and spacing shown on the Drawings, or as approved by the City. c. Dowel bars, shall be of the size and type shown on the Drawings, or as approved by the City, and shall be installed at the specified spacing. d. Support dowel bars with dowel baskets. e. Dowels shall not restrict the free opening and closing of the expansion join and shall not make planes of weaknesses in the pavement. f. Greased Dowels for Expansion Joints. 1) Coat dowels with a thin film of grease or other approved de -bonding material. 2) Provide dowel caps on the lubricated end of each dowel bar. g. Proximity to Existing Structures. When the pavement is adjacent to or around existing structures, expansions joints shall be constructed in accordance with the details shown on the Drawings. 6. Transverse Contraction Joints a. Contraction or dummy joints shall be installed at the locations and at the intervals shown on the Drawings. b. Joints shall be of the design width, and spacing shown on the Drawings, or as approved by the City. c. Dowel bars shall be of the size and type shown on the Drawings, or as approved by the City, and shall be installed at the specified spacing. d. Saw joints in a single cut to the width and depth the plans show. Begin sawing as soon as the concrete hardens sufficiently to prevent excessive raveling along the saw cut and finish before conditions induce uncontrolled cracking. e. The joints shall be constructed by sawing to a 1/4 - inch width and to a depth of 1/4 of the actual pavement thickness, or deeper if so indicated on the Drawings. f. Complete sawing as soon as possible in hot weather conditions and within a maximum of 24 hours after saw cutting begins under cool weather conditions. g. If sharp edge joints are being obtained, the sawing process shall be sped up to the point where some raveling is observed. h. Damage by blade action to the slab surface and to the concrete immediately adjacent to the joint shall be minimized. i. Any portion of the curing membrane which has been disturbed by sawing operations shall be restored by spraying the areas with additional curing compound. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 32 13 13- 15 CONCRETE PAVING Page 15 of 22 1 7. Transverse Construction Joints 2 a. Construction joints formed at the close of each day's work or when the placing 3 of concrete has been interrupted for 30-minutes or longer shall be constructed 4 by use of metal or wooden bulkheads cut true to the section of the finished 5 pavement and cleaned. 6 b. Wooden bulkheads shall be constructed using material of a thickness not less 7 than nominal 2" lumber. 8 c. Longitudinal bars shall be held securely in place in a plane perpendicular to the 9 surface and at right angles to the centerline of the pavement. 10 d. Edges shall be rounded to 1/4-inch radius. 11 e. Any surplus concrete on the subgrade shall be removed upon the resumption of 12 the work. 13 8. Longitudinal Construction Joints 14 a. Longitudinal construction joints shall be of the type shown on the Drawings. 15 9. Joint Filler 16 a. Joint filler shall be as specified in 2.2.I of the size and shape shown on the 17 Drawings. 18 b. Redwood Board joints shall be used for all pavement joints except for 19 expansion joints that are coincident with a butt joint against existing 20 pavements. 21 c. Boards with less than 25-percent of moisture at the time of installation shall be 22 thoroughly wetted on the job. 23 d. Green lumber of much higher moisture content is desirable and acceptable. 24 e. The joint filler shall be appropriately drilled to admit the dowel bars when 25 required. 26 f. The bottom edge of the filler shall extend to or slightly below the bottom of the 27 slab. The top edge shall be held not less than 1/2 inch below the finished 28 surface of the pavement in order to allow the finishing operations to be 29 continuous. 30 g. The joint filler may be composed of more than one length of board in the 31 length of joint, but no board of a length less than 6 foot may be used unless 32 otherwise shown on the Drawings. 33 h. After the removal of the side forms, the ends of the joints at the edges of the 34 slab shall be carefully opened for the entire depth of the slab. 35 10. Joint Sealing. Routine pavement joints shall be filled consistent with paving details 36 and as specified in Section 32 13 73. Materials shall generally be handled and 37 applied according to the manufacturer's recommendations as specified in Section 38 32 1373. 39 G. Placing Concrete 40 1. Unless otherwise specified in the Drawings, the finished pavement shall be 41 constructed monolithically and all concrete lane paving within the ROW greater 42 than 150 LF will require the use of a slipform or form riding paving machine by a 43 prequalified paving contractor. 44 2. The concrete shall be rapidly deposited on the subgrade in successive batches and 45 shall be distributed to the required depth and for the entire width of the pavement 46 by approved methods. 47 3. Any concrete not placed as herein prescribed within the time limits in the following 48 table will be rejected. Time begins when the water is added to the mixer. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 32 13 13- 16 CONCRETE PAVING Page 16 of 22 Temperature — Time Reauirements Concrete Temperature (at point ofplacement) Max Time —minutes no retarding age Max Time — minutes with retarding agent)' Non -Agitated Concrete All temperatures 45 45 Agitated Concrete Above 90°F 45 75 Above 75°F thru 90°F 60 90 75°F and Below 60 120 2 1 Normal dosage of retarder. 3 4 4. Rakes shall not be used in handling concrete. 5 5. At the end of the day, or in case of unavoidable interruption or delay of more than 6 30 minutes or longer to prevent cold joints, a transverse construction joint shall be 7 placed in accordance with 3.4.F.7 of this Section. 8 6. Honeycombing 9 a. Special care shall be taken in placing and vibrating the concrete against the 10 forms and at all joints and assemblies so as to prevent honeycombing Concrete 11 shall be uniformly consolidated throughout its width and depth, free from honey 12 combed areas, and has a consistent void -free closed surface. 13 b. Excessive voids and honeycombing in the edge of the pavement, revealed by the 14 removal of the side forms, may be cause for rejection of the section of slab in 15 which the defect occurs. 16 H. Finishing 17 1. Machine 18 a. Tolerance Limits 19 1) While the concrete is still workable, it shall be tested for irregularities with 20 a 10-foot straightedge placed parallel to the centerline of the pavement so as 21 to bridge depressions and to touch all high spots. 22 2) Ordinates measured from the face of the straightedge to the surface of the 23 pavement shall at no place exceed 1/16 inch -per -foot from the nearest point of 24 contact. 25 3) In no case shall the maximum ordinate to a 10-foot straightedge be greater 26 than 1/8 inch. 27 4) Any surface not within the tolerance limits shall be reworked and 28 refinished. 29 b. Edging 30 1) The edges of slabs and all joints requiring edging shall be carefully tooled 31 with an edger of the radius required by the Drawings at the time the concrete 32 begins to take its "set" and becomes non -workable. 33 2) All such work shall be left smooth and true to lines. 34 2. Hand CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 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 32 13 13- 17 CONCRETE PAVING Page 17 of 22 a. Hand finishing permitted only in intersections and areas inaccessible to a finishing machine. b. When the hand method of striking off and consolidating is permitted, the concrete, as soon as placed, shall be approximately leveled and then struck off with screed bar to such elevation above grade that, when consolidated and finished, the surface of the pavement shall be at the grade elevation shown on the Drawings. c. The straightedge and joint finishing shall be as prescribed herein. I. Curing 1. The curing of concrete pavement shall be thorough and continuous throughout the entire curing period. a. The minimum curing period shall be the time from placing of concrete until the concrete attains 80% of the required strength. b. When ambient temperature is below 35 OF, the Contractor shall maintain the concrete temperature above 50 OF during the curing period using approved heating methods. 2. Failure to provide proper curing as herein prescribed shall be considered as sufficient cause for immediate suspension of the paving operations. 3. The curing method as herein specified does not preclude the use of any of the other commonly used methods of curing, and the City may approve another method of curing if so requested by the Contractor. 4. If any selected method of curing does not afford the desired results, the City shall have the right to order that another method of curing be instituted. 5. After removal of the side forms, the sides of the slab shall receive a like coating before earth is banked against them. 6. The solution shall be applied, under pressure with a spray nozzle, in such a manner as to cover the entire surfaces thoroughly and completely with a uniform film. 7. The rate of application shall be such as to ensure complete coverage and shall not exceed 20-square-yards-per-gallon of curing compound. 8. When thoroughly dry, it shall provide a continuous and flexible membrane, free from cracks or pinholes, and shall not disintegrate, check, peel or crack during the curing period. 9. If for any reason the seal is broken during the curing period, it shall be immediately repaired with additional sealing solution. 10. When tested in accordance with ASTM C156 Standard Test Method for Water Loss (from a mortar specimen) Through Liquid Membrane -Forming Curing Compounds for Concrete, the curing compound shall provide a film which shall have retained within the test specimen a percentage of the moisture present in the specimen when the curing compound was applied according to the following. 11. Contractor shall maintain and properly repair damage to curing materials on exposed surfaces of concrete pavement continuously for a least 72 hours. J. Monolithic Curbs 1. Concrete for monolithic curb shall be the same as for the pavement and shall be placed within 20 minutes of the placement of the slab concrete. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 32 13 13- 18 CONCRETE PAVING Page 18 of 22 1 2. After the concrete has been struck off and sufficiently set, the exposed surfaces 2 shall be thoroughly worked to achieve an acceptable surface finish. 3 3. The exposed edges shall be rounded by the use of an edging tool to the radius 4 indicated on the Drawings. 5 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. 6 K. Pavement Leaveouts 7 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 8 provided at location indicated on the Drawings or as directed by the City. 9 2. The extent and location of each leaveout required and a suitable crossover 10 connection to provide for traffic movements shall be determined in the field by the 11 City. 12 3.5 REPAIR 13 A.Repair of concrete pavement concrete shall be consistent with the Drawings and as 14 specified in Section 32 0129. 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 SITE QUALITY CONTROL 17 A. Concrete Placement 18 1. Place concrete using a fully automated paving machine. Hand paving is only 19 permitted in areas such as intersections where use of paving machine is not 20 practical. 21 a. All concrete pavement not placed by hand shall be placed using a fully 22 automated paving machine as approved by the City. 23 b. Screeds are considered hand placement paving method. 24 B. Testing of Materials 25 1. Samples of all materials for testing shall be provided by the Contractor at no 26 expense to the City, unless otherwise specified in the special provisions or in the 27 Drawings. 28 2. In the event the initial sampling and testing does not comply with the specifications, 29 all subsequent testing of the material in order to determine if the material is 30 acceptable shall be at the Contractor's expense at the same rate charged by the 31 commercial laboratories. 32 3. All testing shall be in accordance with applicable ASTM Standards and concrete 33 testing technician must be ACI certified or equivalent. 34 C. Pavement Thickness Test 35 1. Pavement thickness test shall be performed by a commercial testing laboratory 36 approved by the City every 100 feet or fraction thereof in accordance with TxDOT 37 Designation: Tex-423-A, unless otherwise shown on the plans. Test locations shall 38 be at the discretion of the City. 39 2. In the event a deficiency in the thickness of pavement is revealed during normal 40 testing operations, core samples shall be taken at the Contractor's expense to verify 41 deficiency of more than 0.2 in. from plan thickness and to isolate the deficient area. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 4 32 13 13- 19 CONCRETE PAVING Page 19 of 22 3. Where the average thickness of pavement in the area found to be deficient in thickness by more than 0.20 inch, but not more than 0.50-inch, payment shall be made at an adjusted price as specified in the following table. Deficiency in Thickness Determined by Cores [Inches] Proportional Part Of Contract Price [Allowed] 0.00 — 0.20 100 percent 0.21 - 0.30 80 percent 0.31 - 0.40 70 percent 0.41 - 0.50 60 percent 6 4. Any area of pavement found deficient in thickness by more than 0.50 inch but not 7 more than 0.75 inch or 1/10 of the thickness specified on the Drawings, whichever 8 is greater, shall be evaluated by the City. 9 5. If, in the judgment of the City the area of such deficiency should not be removed 10 and replaced, there shall be no payment for the area retained. 11 6. If, in the judgment of the City, the area of such deficiency warrants removal, the 12 area shall be removed and replaced, at the Contractor's entire expense, with 13 concrete of the thickness shown on the Drawings. 14 7. Any area of pavement found deficient in thickness by more than 0.75 inch or more 15 than 1/10 of the plan thickness, whichever is greater, shall be removed and replaced 16 with concrete of the thickness shown on the Drawings at the Contractor's sole 17 expense. 18 8. No additional payment over the contract unit price shall be made for any pavement 19 of a thickness exceeding that required by the Drawings. 20 D. Pavement Strength Test 21 1. During the progress of the work the commercial testing laboratory casts test 22 cylinders for conforming to ASTM C31, to maintain a check on the compressive 23 strengths of the concrete being placed. 24 2. Test cylinders shall be taken from a representative portion of concrete being placed 25 for every 150-cubic yards of concrete pavement placed, but in no case shall fewer 26 than 1 set of cylinders be taken per day of placement. The first three trucks of, 27 every 150-cubic yards of concrete shall be sampled and tested for air content, slump 28 and temperature. After the cylinders have been cast, they shall remain on the job 29 site and then transported, moist cured, and tested in accordance with ASTM C31 30 and ASTM C39. 31 3. A set of four (4) cylinders of 6" by 12" or a set of five (5) cylinders of 4" by 8" will 32 be prepared on site per ASTM C31. In each set, one of the cylinders shall be tested 33 at 7 days (3 days for HES concrete), two cylinders for 6" by 12" cylinders and three 34 for 4" by 8" cylinders shall be tested at the 28t' day (), and the remaining cylinder 35 shall be retained for testing at the 56th day, if necessary. Concrete must attain its 36 design strength within 56 days. The compressive strength of concrete is considered 37 satisfactory if both the following criteria are met: CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 3213 13-20 CONCRETE PAVING Page 20 of 22 1 a. No single strength test falls below the specified compressive strength, f',, by 2 more than 500 psi (3.45 MPa) when f , is 5000 psi (34.5 MPa) or less; 3 b. The average of every three consecutive strength tests equals or exceeds the 4 specified compressive strength. 5 The 4" by 8" cylinders are acceptable only when the nominal maximum aggregate 6 size of the mix is less than 1-1/4 inch. 7 4. If the average 28-day and/ or the 56th day break, from the hold, test results indicate 8 deficient strength, the Contractor may, at its option and expense, core the pavement 9 in question and have the cores tested by an approved laboratory in accordance with 10 ASTM C42 and ACI 318 protocol. The average of all cores must meet 100 percent 11 of the minimum specified strength, with no individual core resulting in less than 90 12 percent of design strength, in order to override the results of the cylinder tests. 13 5. In the event cylinders and/or cores do not meet minimum specified strength, 14 additional cores may be taken to identify the limits of deficient concrete pavement 15 at the expense of the Contractor. 16 6. Cylinders and/or cores must meet minimum specified strength. Pavement not 17 meeting the minimum specified strength shall be subject to the money penalties or 18 removal and placement at the Contractor's expense as shown in the following table. 19 Percent Deficient Percent of Contract Price Allowed Greater Than 0 percent - Not More Than 10 percent 90- ercent Greater Than 10 percent - Not More Than 15 percent 80- ercent Greater Than 15 percent 0-percent or removed and replaced at the entire cost and expense of Contractor as directed by City 20 21 7. Deficiency shall be determined on a panel by panel basis. 22 8. The amount of penalty shall be deducted from payment due to Contractor 23 9. No additional payment over the contract unit price shall be made for any pavement 24 with a strength exceeding that required by the Drawings and/or specifications. 25 E. Cracked Concrete Acceptance Policy 26 1. If cracks exist in concrete pavement upon completion of the project, the Project 27 Inspector shall decide as to the need for action to address the cracking as to its 28 cause and recommended remedial work. 29 2. If the recommended remedial work is routing and sealing of the cracks to protect 30 the subgrade, the Inspector shall make the determination as to whether to rout and 31 seal the cracks at the time of final inspection and acceptance or at any time prior to 32 the end of the project maintenance period. The Contractor shall perform the routing 33 and sealing work as directed by the Project Inspector, at no cost to the City, 34 regardless of the cause of the cracking. 35 3. If remedial work beyond routing and sealing is determined to be necessary, the 36 Inspector and the Contractor shall meet to determine the cause of the cracking. 37 a. If agreement is reached that the cracking is due to deficient materials or 38 workmanship, the Contractor shall perform the remedial work at no cost to the 39 City. Remedial work in this case shall be limited to removing and replacing the 40 deficient work with new material and workmanship that meets the requirements 41 of the contract. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 3213 13-21 CONCRETE PAVING Page 21 of 22 1 b. If the Inspector and the Contractor agree that the cause of the cracking is not 2 deficient materials or workmanship, the City may request the Contractor to 3 provide an estimate of the cost of the necessary remedial work and/or additional 4 work to address the cause of the cracking, and the Contractor will perform that 5 work at the agreed -upon price if the City elects to do so. 6 4. If the Inspector and the Contractor cannot agree on the cause of the cracking, the 7 City may hire an independent geotechnical engineer, acceptable to the Contractor, 8 to perform testing and analysis to determine the cause of the cracking. The 9 Contractor shall pay 50 percent of the costs of the independent testing. Contractor 10 shall provide one half of the estimated costs of the independent testing to be held by 11 the City. 12 5. If the independent geotechnical engineer determines that the primary cause of the 13 cracking is the Contractor's deficient material or workmanship, the remedial work 14 will be performed at the Contractor's entire expense and the Contractor will also 15 reimburse the City for the City's portion of cost of the geotechnical investigation. 16 Remedial work in this case shall be limited to removing and replacing the deficient 17 work with new material and workmanship that meets the requirements of the 18 contract. 19 6. If the geotechnical engineer determines that the primary cause of the cracking is not 20 the Contractor's deficient material or workmanship, the City will return the held 21 funds to the Contractor. The Contractor, on request, will provide the City an 22 estimate of the costs of the necessary remedial work and/or additional work and 23 will perform the work at the agreed -upon price as directed by the City. 24 3.8 SYSTEM STARTUP [NOT USED] 25 3.9 ADJUSTING [NOT USED] 26 3.10 CLEANING [NOT USED] 27 A.No concrete washout, mix, slurry, cuts, mud or solids etc., may enter the storm water 28 system including curb lines. Equipment washout allowed only in areas shown on drawings 29 and test materials or slag must be removed from site prior to final acceptance. 30 3.11 CLOSEOUT ACTIVITIES [NOT USED] 31 3.12 PROTECTION [NOT USED] 32 3.13 MAINTENANCE [NOT USED] 33 3.14 ATTACHMENTS [NOT USED] 34 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised June 13, 2025 City Project No. AUCRC-2026 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 3213 13-22 CONCRETE PAVING Page 22 of 22 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 1.2.A — Modified items to be included in price bid 05/21/2014 Doug Rademaker 2.2.1) — Modified to clarify acceptable fly ash substitution in concrete paving 1.1 LA — modified to clarify concrete placement temperature restrictions Zelalem 2.4.A, B, D — to clarify concrete quality control process and requirements 03/19/2021 Arega/Doug 3.7. C & D - to modify and clarify the pavement strength test and change in Black pavement thickness measurement methodology 3.7.E — Modified to clarify cracked concrete acceptance policy 3/11/2022 Zelalem Arega 1.3.A.h, 2.2 — Added ASTM C595, Type IL cement 6/10/2022 M Owen 3.4 G. 1. — Clarified language re: machine laid vs. hand poured Updated references throughout related to blended hydraulic cement Updated references throughout related to lab not agency 1.11 A. Clarified weather conditions/hot weather concreting section 1.2 A. 3. Provided clarifications re: what is included in bid item 1.3 A. Updated references 6/13/25 M Owen Table 2 and 3 — Clarified between footings and drilled shafts 3.4 B. 4. — Provided additional clarification re: delivery tickets 3.4 E. Provided additional clarification re: reinforcement 3.4 G. Provided minimum length of paving where machine paving is required 3.4 I. Provided clarification related to curing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 329119-1 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 1 of 3 1 SECTION 32 9119 2 TOPSOIL PLACEMENT AND FINISHING OF ROADWAY RIGHT-OF-WAYS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 1. Section Includes: 6 1. Furnish and place topsoil to a minimum of 3-inch depth unless otherwise shown on 7 the Drawings within the Roadway Right -of ways (Roadway ROW includes 8 medians and parkways between the curb and property line. 9 2. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 3. Related Specification Sections include but are not necessarily limited to 12 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 13 2. Division 1 -General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 1. Measurement and Payment 16 1. Measurement 17 a. Measurement for this Item shall be by cubic yard of Topsoil in place. 18 2. Payment 19 a. The work performed and materials furnished in accordance with this Item and 20 measured as provided under "Measurement" willbe paid for at the unit price 21 bid per cubic yard of in place/tamped Topsoil. 22 b. All excavation required by this Item in cut sections shall be measured in 23 accordance with provisions for the various excavation items involved with the 24 provision that excavation will be measured and paid for once, regardless of the 25 manipulations involved. 26 3. The price bid shall include: 27 a. Furnishing Topsoil 28 b. Loading 29 c . Hauling 30 d. Placing 31 1.3 REFERENCES [NOT USED] 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 ACTION SUBMITTALS [NOT USED] 34 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 35 1.7 CLOSEOUT SUBMITTALS [NOT USED] 36 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 37 1.9 QUALITY ASSURANCE [NOT USED] 38 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 39 1.11 FIELD [SITE] CONDITIONS [NOT USED] CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIRCONTRACT Revised March 11, 2022 City Project No. AUCRC-2026 329119-2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4 2.2 MATERIALS 5 1. Topsoil 6 1. Use easily cultivated, fertile topsoil that: 7 a. Is free from objectionable material including subsoil, weeds, clay lumps, non- 8 soil materials, roots, stumps or stones larger than 1.0 inches 9 b. Has a high resistance to erosion 10 c. Is able to support plant growth 11 2. Secure topsoil from approved sources. 12 3. Topsoil is subject to testing by the City. Contractor shall have soil delivery tickets 13 available upon request. 14 4. pH: 5.5 to 8.5. 15 5. Liquid Limit: 50 or less 16 6. Plasticity Index: 20 or less 17 7. Gradation: maximum of 10 percent passing No. 200 sieve 18 2. Water: Clean and free of industrial wastes and other substances harmful to the growth 19 of vegetation 20 2.3 ACCESSORIES [NOT USED] 21 2.4 SOURCE QUALITY CONTROL [NOT USED] 22 PART 3 - EXECUTION 23 3.1 INSTALLERS [NOT USED] 24 3.2 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 1. Finishing of Roadway Right -of -Ways 27 1. Smoothly shape right-of-ways, shoulders, slopes, and ditches. 28 2. Cut right-of-ways to finish grade prior to the placing of any improvements in or 29 adjacent to the roadway. 30 3. In the event that unsuitable material for right-of-ways is encountered, extend the 31 depth of excavation in the right-of-ways to 6 inches and backfill with minimum of 3 32 inches of topsoil. 33 4. Make standard right-of-ways grade perpendicular to and draining to the curb line. 34 a. Minimum: 1/4 inch per foot 35 b. Maximum:4:1 36 c. City may approve variations from these requirements in special cases. 37 5. Whenever the adjacent property is lower than the design curb grade and runoff 38 drains away from the street, the right-of-ways grade must be set level with the top 39 of the curb. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIRCONTRACT Revised March 11, 2022 City Project No.AUCRC-2026 329119-3 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 3 of 3 1 6. The design grade from the right-of-ways extends to the back of the walk line. 2 7. From that point (behind the walk), the grade may slope up or down at maximum 3 slope of 4:1. 4 2. Placing of Topsoil 5 1. Spread the topsoil to a uniform loose cover at the thickness specified. 6 2. Place and shape the topsoil as directed. 7 a. Hand tamp or roll topsoil surface (with hand tamper or landscaping roller or 8 other accepted method) and finish a minimum of 5 feet from all flatwork. 9 b. Ensure topsoil is free from objectionable material including subsoil, weeds, 10 clay lumps, non -soil materials, roots, stumps or stones larger than 1.0 inches 11 c. No additional topsoil should be added within the critical root zone of trees. 12 Tamp the topsoil with a light roller or other suitable equipment. 13 3.5 REPAIR/RESTORATION] [NOT USED] 14 3.6 RE -INSTALLATION [NOT USED] 15 3.7 FIELD QUALITY CONTROL [NOT USED] 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION [NOT USED] 21 3.13 MAINTENANCE [NOT USED] 22 3.14 ATTACHMENTS [NOT USED] 23 24 25 END OF SECTION Revision Log DATE NAME SUMMARYOF CHANGE 3/11/2022 M Owen Revised title of specification andprovided clarifications in Sections 1.1 Summary, 2.2 Materials, 3.4Installation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 330514-1 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 1 of 8 1 SECTION 33 0514 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO 3 GRADE 4 PART 1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 12 13 14 15 16 17 18 19 20 21 22 23 24 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 01 17 — Permanent Asphalt paving Repair 4. Section 32 0129 — Concrete Paving Repair 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 6. Section 33 05 13 — Frame, Cover and Grade Rings 7. Section 33 39 10 — Cast -in -Place Concrete Manholes 8. Section 33 39 20 — Precast Concrete Manholes 9. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 10. Section 33 12 21— AWWA Rubber -Seated Butterfly Valve 11. Section 33 04 11— Corrosion Control Test Station 12. Section 33 04 12 — Magnesium Anode Cathodic Protection System 25 1.2 PRICE AND PAYMENT PROCEDURES 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Measurement and Payment 1. Manhole — Minor Adjustment a. Measurement 1) Measurement for this Item shall be per each adjustment using only grade rings or other minor adjustment devices to raise or lower a manhole to a grade as specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Minor" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIRCONTRACT Revised March 11, 2022 City Project No.AUCRC-2026 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 33 05 14 -2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 8 5) Grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 2. Manhole - Major Adjustment a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade as specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 3. Manhole - Major Adjustment with Frame and Cover a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade specified on the Drawings or structural modifications for a manhole requiring a new frame and cover, often for changes to cover diameter. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major w/ Cover" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 4. Inlet a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 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 33 05 14 - 3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 8 1) Measurement for this Item shall be per each adjustment requiring structural modifications to inlet to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Inlet Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 5. Valve Box a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Valve Box Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 6. Cathodic Protection Test Station a. Measurement 1) Measurement for this Item shallbe per each adjustment to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Cathodic Protection Test Station Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 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 33 05 14 -4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 8 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 7. Fire Hydrant a. Measurement 1) Measurement for this Item shallbe per each adjustment requiring stem extensions to meet a grade specified by the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Fire Hydrant Stem Extension" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment materials 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 8. Meter Box a. Measurement 1) Minor adjustments to meter box less than 6-inches vertical shallbe considered subsidiary to the meter box pay item. 2) Measurement for this Item shall be per each water meter adjustment required in excess of 6-inches vertically to meet a grade specified by the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Meter Box Adjustment Extension" completed. c. The price bid shall include: 1) Excavation 2) Hauling 3) Disposal of excess material 4) Adjustment materials 5) Furnishing, placing and compaction of embedment and backfill 6) Concrete base material, as required 7) Surface restoration, unimproved area, as required 8) Clean-up 9. Miscellaneous Structure This Item is intended for a unique structure. Bid Item should include details to identify the specific structure (i. e. Miscellaneous Structure Adjustment, Sta. 1 +00) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 ASPHALT UTILITY CUT REPAIR CONTRACT City Project No. AUCRC-2026 33 05 14 - 5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 8 1 a. Measurement 2 1) Measurement for this Item shall be per each adjustment requiring structural 3 modifications to said structure to a grade specified on the Drawings. 4 b. Payment 5 1) The work performed and the materials furnished in accordance with this 6 Item will be paid for at the unit price bid per each "Miscellaneous Structure 7 Adjustment" completed. 8 c. The price bid shall include: 9 1) Pavement removal 10 2) Excavation 11 3) Hauling 12 4) Disposal of excess material 13 5) Structural modifications 14 6) Furnishing, placing and compaction of embedment and backfill 15 7) Concrete base material 16 8) Permanent asphalt patch or concrete paving repair, as required 17 9) Clean-up 18 1.3 REFERENCES 19 A. Definitions 20 1. Minor Adjustment 21 a. Refers to a small elevation change performed on an existing manhole where the 22 existing frame and cover are reused. 23 2. Major Adjustment 24 a. Refers to a significant elevation change performed on an existing manhole 25 which requires structural modification or when a 24-inch ring is changed to a 26 30-inch ring. 27 B. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Texas Commission on Environmental Quality (TCEQ): 32 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 —Manholes and 33 Related Structures. 34 1.4 ADMINISTRATIVE REQUIRENI NTS [NOT USED] 35 1.5 SUBMITTALS [NOT USED] 36 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 37 1.7 CLOSEOUT SUBMITTALS [NOT USED] 38 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 39 1.9 QUALITY ASSURANCE [NOT USED] 40 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 41 1.11 FIELD [SITE] CONDITIONS [NOT USED] CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIRCONTRACT Revised March 11, 2022 City Project No.AUCRC-2026 33 05 14 - 6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 8 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. Cast -in -Place Concrete 6 1. See Section 03 30 00. 7 B. Modifications to Existing Concrete Structures 8 1. See Section 03 80 00. 9 C. Grade Rings 10 1. See Section 33 05 13. 11 D. Frame and Cover 12 1. See Section 33 05 13. 13 E. Backfill material 14 1. See Section 33 05 10. 15 F. Water valve box extension 16 1. See Section 33 12 20. 17 G. Corrosion Protection Test Station 18 1. See Section 33 04 11. 19 H. Cast -in -Place Concrete Manholes 20 1. See Section 33 39 10. 21 I. Precast Concrete Manholes 22 1. See Section 33 39 20. 23 2.3 ACCESSORIES [NOT USED] 24 2.4 SOURCE QUALITY CONTROL [NOT USED] 25 PART 3 - EXECUTION 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINATION 28 A. Verification of Conditions 29 1. Examine existing structure to be adjusted, for damage or defects that may affect 30 grade adjustment. 31 a. Report issue to City for consideration before beginning adjustment. 32 3.3 PREPARATION 33 A. Grade Verification CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIR CONTRACT Revised March 11, 2022 City Project No.AUCRC-2026 33 05 14 - 7 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 7 of 8 1 1. On major adjustments confirm any grade change noted on Drawings is consistent 2 with field measurements. 3 a. If not, coordinate with City to verify final grade before beginning adjustment. �J"M'11 a11b" MU 1 DQ11 5 A. Manholes, Inlets, and Miscellaneous Structures 6 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 7 30-inch frame and cover assembly per TCEQ requirement. 8 2. On manhole major adjustments, inlets and miscellaneous structures protect the 9 bottom using wood forms shaped to fit so that no debris blocks the invert or the 10 inlet or outlet piping in during adjustments. 11 a. Do not use anymore than a 2-piece bottom. 12 3. Use the least number of grade rings necessary to meet required grade. 13 a. For example, if a I -foot adjustment is required, use 2 6-inch rings, not 6 2-inch 14 rings. 15 b. The maximum height of adjustment shall be no more than 12 inches for any 16 combination of grade rings. If 12 inches is required, use 3 — 4 inch rings. 17 B. Valve Boxes 18 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 19 the Drawings. 20 C. Backfill and Grading 21 1. Backfill area of excavation surrounding each adjustment in accordance to Section 22 3305 10. 23 D. Pavement Repair 24 1. If required pavement repair is to be performed in accordance with Section 32 01 17 25 or Section 32 0129. 26 3.5 REPAIR / RESTORATION [NOT USED] 27 3.6 REINSTALLATION [NOT USED] 28 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 29 3.8 SYSTEM STARTUP [NOT USED] 30 3.9 ADJUSTING [NOT USED] 31 3.10 CLEANING [NOT USED] 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 CITY OF FORT WORTH ASPHALT UTTLrrYCUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIRCONTRACT Revised March 11, 2022 City Project No.AUCRC-2026 33 05 14 - 8 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 8 of 8 END OF SECTION Revis ion Log DATE NAME SUMMARYOF CHANCE 12/20/2012 D. Johnson 1.2.A — Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and cover; Added itemsto be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4 — Pavement repair requirements were added 9/20/2017 W. Norwood 3.4.3 Eliminate 24 inch requirement for maximum chimney height adjustment. 3.4.4.bAdd requirement for maximum height of grade rings to be 12 inches or 3-4 inch rings 3/11/2022 M Owen Add measurement and payment section for meter box adjustment CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REPAIRCONTRACT Revised March 11, 2022 City Project No.AUCRC-2026 347113-1 TRAFFIC CONTROL Page 1 of 6 1 SECTION 34 7113 2 TRAFFIC CONTROL 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Installation of Traffic Control and preparation of Traffic Control Plans 8 B.Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C.Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division I — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A.Measurement and Payment 15 1. Installation of Traffic Control 16 a. Measurement 17 1) Measurement for Traffic Control shall be per month for the Project 18 duration. 19 a) A month is defined as 30 calendar days. 20 b. Payment 21 1) The work performed and materials furnished in accordance with this Item 22 and measured as provided under "Measurement" shall be paid for at the unit 23 price bid for "Traffic Control". 24 c. The price bid shall include: 25 1) Traffic Control implementation for all Units 26 2) Installation of traffic control devices included in the traffic control plan 27 3) Maintenance of traffic control devices 28 4) Adjustments of traffic control devices 29 5) Replacements of traffic control devices 30 6) Removal of traffic control devices 31 7) Police assistance during peak hours, if applicable 32 2. Portable Message Signs 33 a. Measurement 34 1) Measurement for this Item shall be per week for the duration of use. 35 b. Payment 36 1) The work performed and materials furnished in accordance to this Item and 37 measured as provided under "Measurement" shall be paid for at the unit price 38 bid per week for "Portable Message Sign" usage. 39 c. The price bid shall include: 40 1) Delivery of Portable Message Sign to Site 41 2) Message updating CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 3471 13 - 2 TRAFFIC CONTROL Page 2 of 6 1 3) Sign movement throughout construction 2 4) Return of the Portable Message Sign post -construction 3 3. Preparation of Traffic Control Plans 4 a. Measurement 5 1) Measurement for this Item is to be per Lump Sum for Preparation of Traffic 6 Control Plans. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 shall be paid for at the lump sum price bid for "Preparation of Traffic Control 10 Plans." 11 c. The price bid shall include: 12 1) Preparing the Traffic Control Plans including installation of traffic control 13 devices, for lane and/or street closures, and associated detours. 14 2) Adherence to the current Texas Manual on Uniform Traffic Control 15 Devices (TMUTCD) 16 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 17 4) Incorporation of City comments 18 1.3 REFERENCES 19 A.Reference Standards 20 1. Reference standards cited in this Specification refer to the current reference 21 standard published at the time of the latest revision date logged at the end of this 22 Specification, unless a date is specifically cited. 23 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 24 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of 25 Transportation, Standard Specifications for Construction and Maintenance of 26 Highways, Streets, and Bridges. 27 1.4 ADMINISTRATIVE REQUIREMENTS 28 A.General 29 1. Contractor shall minimize lane closures and impact to vehicular/pedestrian traffic. 30 B. Coordination 31 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to 32 implementing Traffic Control within 500 feet of a traffic signal. 33 C.Sequencing 34 1. Any deviations to the Traffic Control Plan included in the Drawings must be first 35 approved by the City and design Engineer before implementation. 36 1.5 SUBMITTALS 37 A. Provide the City with a current list of qualified flaggers before beginning flagging 38 activities. Use only flaggers on the qualified list. 39 B. Obtain a Street Use Permit from the TPW Department's Transportation Management 40 Division. The Traffic Control Plan (TCP) for the Project shall be as detailed on the 41 Traffic Control Plan Detail sheets of the Drawing set. A copy of this Traffic Control 42 Plan shall be submitted with the Street Use Permit. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 347113-3 TRAFFIC CONTROL Page 3 of 6 1 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 2 Engineer. 3 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or 4 Specifications. The Contractor will be responsible for having a licensed Texas 5 Professional Engineer sign and seal the Traffic Control Plan sheets. A traffic control 6 "Typical" published by City of Fort Worth, the Texas Manual Unified Traffic Control 7 Devices (TMUTCD) or Texas Department of Transportation (TxDOT) can be used as 8 an alternative to preparing project/site specific traffic control plan if the typical is 9 applicable to the specific project/site. 10 E. 11 F. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 12 changes to the Traffic Control Plan(s) developed by the Design Engineer. 13 1.6 ACTION SUBMITTALSANFORMATIONAL 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 21 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 22 2.2 ASSEMBLIES AND MATERIALS 23 A.Description 24 1. Regulatory Requirements 25 a. Provide Traffic Control Devices that conform to details shown on the Drawings, 26 the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control Device List 27 (CWZTCDL). 28 2. Materials 29 a. Traffic Control Devices must meet all reflectivity requirements included in the 30 TMUTCD and TxDOT Specifications — Item 502 at all times during 31 construction. 32 b. Electronic message boards shall be provided in accordance with the TMUTCD 33 or as directed in Construction Drawings or contract documents. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 3471 13 - 4 TRAFFIC CONTROL Page 4 of 6 2.3 ACCESSORIES [NOT USED 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 EXAMINATION [NOT USED] 5 3.2 PREPARATION 6 A.Protection of In -Place Conditions 7 1. Protect existing traffic signal equipment. 8 3.3 INSTALLATION 9 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on 10 the Drawings and as directed. 11 B. Install Traffic Control Devices straight and plumb. 12 C. Do not make changes to the location of any device or implement any other changes to 13 the Traffic Control Plan without the approval of the Engineer. 14 1. Minor adjustments to meet field constructability and visibility are allowed. 15 D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 16 1. Corrective action includes but is not limited to cleaning, replacing, straightening, 17 covering, or removing Devices. 18 2. Maintain the Devices such that they are properly positioned, spaced, and legible, 19 and that retroreflective characteristics meet requirements during darkness and rain. 20 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal 21 and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, 22 lights, signs, or other precautionary measures for the protection of persons or property), the 23 Inspector may order such additional precautionary measures be taken to protect persons and 24 property. 25 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by or 26 in conflict with the proposed method of handling traffic or utility adjustments, can be 27 constructed during any phase. 28 G.Barricades and signs shall be placed in such a manner as to not interfere with the sight 29 distance of drivers entering the highway from driveways or side streets. 30 H.To facilitate shifting, barricades and signs used in lane closures or traffic staging may be 31 erected and mounted on portable supports. 32 1. The support design is subject to the approval of the Engineer. 33 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 34 J. If at any time the existing traffic signals become inoperable as a result of construction 35 operations, the Contractor shall provide portable stop signs with 2 orange flags, as approved 36 by the Engineer, to be used for Traffic Control. CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 347113-5 TRAFFIC CONTROL Page 5 of 6 I K.Contractor shall make arrangements for police assistance to direct traffic if traffic signal 2 turn-ons, street light pole installation, or other construction will be done during peak traffic 3 times (AM: 7 am — 9 am, PM: 4 pm - 6 pm) on arterials. 4 L. Flaggers 5 1. Provide a Contractor representative who has been certified as a flagging instructor 6 through courses offered by the Texas Engineering Extension Service, the American 7 Traffic Safety Services Association, the National Safety Council, or other approved 8 organizations. 9 a. Provide the certificate indicating course completion when requested. 10 b. This representative is responsible for training and assuring that all flaggers are 11 qualified to perform flagging duties. 12 2. A qualified flagger must be independently certified by 1 of the organizations listed 13 above or trained by the Contractor's certified flagging instructor. 14 3. Flaggers must be courteous and able to effectively communicate with the public. 15 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals 16 and follow the flagging procedures set forth in the TMUTCD. 17 5. Provide and maintain flaggers at such points and for such periods of time as may be 18 required to provide for the safety and convenience of public travel and Contractor's 19 personnel, and as shown on the Drawings or as directed by the Engineer. 20 a. These flaggers shall be located at each end of the lane closure. 21 M. Removal 22 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights 23 and other Traffic Control Devices used for work -zone traffic handling as soon as 24 practical in a timely manner, unless otherwise shown on the Drawings. If devices 25 are not removed in a timely manner, penalties may be enforced. 26 3.4 REPAIR / RESTORATION [NOT USED] 27 3.5 RE -INSTALLATION [NOT USED] 28 3.6 FIELD [OR] SITE QUALITY CONTROL ]NOT USED] 29 3.7 SYSTEM STARTUP [NOT USED] 30 3.8 ADJUSTING [NOT USED] 31 3.9 CLEANING [NOT USED] 32 3.10 CLOSEOUT ACTIVITIES [NOT USED] 33 3.11 PROTECTION [NOT USED] 34 3.12 MAINTENANCE [NOT USED] 35 3.13 ATTACHMENTS [NOT USED] 36 END OF SECTION 37 CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 347113-6 TRAFFIC CONTROL Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S. Arnold Added police assistance, requirement for when a site specific TCP is required 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 3/22/2021 M Owen 1.5 Clarified submittal requirements 3.3 M. Clarified removal requirements Added Notes to Designer 1.2 A. Removed references to devices 1.2 A. 1. c. Clarified what is included in bid price 6/05/2026 lvi (W' en 1.2 A. 3. Included language for when TCP is provided and when TCP is to be prepared and provided by the contractor and updated Payment section Other minor misc revisions CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised June 5, 2026 City Project No. AUCRC-2026 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.13 Small Business Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 1, 2025 City Project No. AUCRC-2026 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 1, 2025 City Project No. AUCRC-2026 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 1, 2025 City Project No. AUCRC-2026 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 1, 2025 City Project No. AUCRC-2026 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 1, 2025 City Project No. AUCRC-2026 GC-6.06 D — Small Business Utilization Form THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 1, 2025 City Project No. AUCRC-2026 41 C d E E H O U A O N 0 O ~ d ❑ O d U 0 m U- W O O O ❑ El LL U) q7 m as C p 7 o W LL m M � E W U cn W m (fl � N m � m OC c ❑ LL J o U) m W Z N ca m .1 N Q oc J a L z N JH� �zv a t C' J El OC O W W CC W coU .fl � � O O 41 A C1 W Q LL Z Q a V O C O. 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Zamora Construction, Inc. DBA Zamora Construction C.C. Zamora Construction, Inc. DBA Zamora Construction has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 238110: POURED CONCRETE FOUNDATION AND STRUCTURE CONTRACTORS NAICS 238990: ASPHALT COATING AND SEALING, RESIDENTIAL AND COMMERCIAL PARKING LOT AND DRIVEWAY This Certification commences September 4, 2025 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: September 30, 2027 Issued Date: September 4, 2025 CERTIFICATION NO. HMSB28579NO927 l Certification Administrator GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 1, 2025 City Project No. AUCRC-2026 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 1, 2025 City Project No. AUCRC-2026 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 1, 2025 City Project No. AUCRC-2026 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH ASPHALT UTILITY CUT STANDARD CONSTRUCTION SPECIFICATION DOCUMENT REPAIR CONTRACT Revised September 1, 2025 City Project No. AUCRC-2026 FORT WORTH. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: C C Zamora Construction, Inc. Subject of the Agreement: Authorize Execution of a Contract with C C Zamora Construction, Inc., in an Amount Up to $500,000.00 for the Asphalt Utility Cut Repair Contract 2026 at Various Locations with Up to Two Optional Renewals M&C Approved by the Council? * Yes 0 No ❑ If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No 0 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes 0 No ❑ If unsure, see backpage for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 0 If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: Expiration Date: If different from the approval date. If applicable. Is a 1295 Form required? * Yes ❑ No 21 *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes 0 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.