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065078 - Construction-Related - Contract - Woody Contractors, Inc.
CSC No. 65078 FORTWORTH, CONTRACT FOR THE CONSTRUCTION OF 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No.102527 Mattie Parker Mayor Jesus "Jay" Chapa City Manager Lauren Prieur Director, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Department 2025 By: Neel -Schaffer, Inc. NEEL—SCHAFFER OFFICIAL RECORD Solutions you can build upon Texas Reg. No. F-2697 CITY SECRETARY FT. WORTH, TX FORT WO RT Hn, City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 0011 13 Invitation to Bidders 02/08/2024 0021 13 Instructions to Bidders 09/01/2025 0035 13 Conflict of Interest Statement 09/19/2025 00 41 00 Bid Form 09/19/2025 00 42 43 Proposal Form Unit Price 09/19/2025 0043 13 Bid Bond 09/19/2025 00 43 37 Vendor Compliance to State Law Nonresident Bidder 09/19/2025 0045 11 Bidders Prequalifications 08/13/2021 0045 12 Prequalification Statement 09/19/2025 nn nc i4Pr-eqttalifiemiafi06143,12 2- 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 41 Small Business Goal 09/01/2025 00 52 43 Agreement 09/19/2025 0061 13 Performance Bond 12/08/2023 0061 14 Payment Bond 12/08/2023 0061 19 Maintenance Bond 09/19/2025 0061 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 09/01/2025 00 73 00 Supplementary Conditions 09/19/2025 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 09/19/2025 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 01 33 00 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 50 00 Temporary Facilities and Controls 09/19/2025 01 5526 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Si na a 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 7000 Mobilization and Remobilization 11/22/2016 01 7123 Construction Stakin and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 01 78 39 1 Project Record Documents 07/01/2011 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents 99 99 99 SPECIAL SPECIFICATIONS Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.2ov/Pro9ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 03/11/2022 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 06/13/2025 03 34 13 Controlled Low Strength Material CLSM 03/07/2025 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical Division 31 - F,arthwnrk 31 00 00 Site Clearing 03/22/2021 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 04/29/2021 31 36 00 Gabions 12/20/2012 31 37 00 Ri ra 12/20/2012 Division 32 - Exterior Imnrnvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 06/13/2025 321123 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 11 33 Cement Treated Base Courses 06/10/2022 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 32 1137 Liquid Treated Soil Stabilizer 08/21/2015 3212 16 Asphalt Paving 6/07/2024 32 1273 Asphalt Paving Crack Sealants 12/20/2012 32 13 13 Concrete Paving 06/13/2025 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Rams 12/09/2022 32 1373 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Brick Unit Paving 12/20/2012 3216 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 32 17 23 Pavement Markings 06/10/2022 32 17 25 Curb Address Painting 11/04/2013 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 32 92 15 Native Grass and Wildflower Seeding 10/06/2023 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 01 31 Closed Circuit Television CCTV Inspection — Sanitary Sewer 03/11/2022 33 01 32 Closed Circuit Television CCTV Inspection — Storm Drain 12/08/2023 33 �Bypass42404044 i 0404 3 nn i n 1200 012, 334)444 GE)f.osion r +..,,t Test Sta4 ans 12i z 3 nn t � T✓--vna 12,90i201 r�-avravzz 33 04 30 Temporary Water Services 09/19/2025 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Pipes 03/11/2022 3305 10 Utility Trench Excavation, Embedment, and Backfill 06/13/2025 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings 09/09/2022 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 03/11/2022 � z�6 refw- ete 1,Y R—r- v.,, k , 2 ice- ^�z 3305 17 Concrete Collars 03/11/2022 33 05 20 Auger Boring 12/20/2012 3 nc 2- Tlua 4 _; e-Plate 12r20i-n12 33 05 22 Steel Casing Pie 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 344944Gaffier-42i 94022 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron 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 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 12 11 Large Water Meters 12/20/2012 33 1220 Resilient Seated Gate Valve 05/06/2015 33,=Rubber-nA �7v,43 oN 33 1225 Connection to Existing Water Mains 02/06/2013 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 12/20/2012 33 1260 Standard Blow -off Valve Assembly 06/19/2013 3331 12 Cured in Place Pipe CIPP 12/20/2012 3331 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 3 3 2- Sani4aFy Sewef Slip Lining ,_2i2ni2n,2- 3 3 2- � ,�i�n/2012 z L, t-vrz-o ,z 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 4 2, 7-nfor-Q,Q0,Q0, � 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 3449-40 42404042 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 Wingwalls 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 3441 30 Aluminum Signs 11/12/2013 34 41 50 Single -Mode Fiber Optic Cable 02/26/2016 3471 13 Traffic Control 03/22/2021 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 6 Appendix GC-6.06.1) Small Business Utilization Form GC-6.07 Wage Rates GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 M&C Review Page 1 of 3 Official site of the City of Fort Worth, Texas A CITY COUNCIL AGEND FO'411 " T Create New From This M&C REFERENCE **M&C 26- 20SWM CITYWIDE DATE: 3/10/2026 NO.: 0177 LOG NAME: STORMDRAIN IMPROVEMENT CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: (ALL) Authorize Execution of a Contract with Woody Contractors, Inc., in an Amount Up to $3,000,000.00, for the 2025 Citywide Storm Drain Rehabilitation Open -Cut Project, and Adopt Appropriation Ordinance to Effect a Portion of Water's Contribution to the Fiscal Years 2026-2030 Capital Improvement Program RECOMMENDATION: It is recommended that the City Council: Authorize execution of a construction contract with Woody Contractors, Inc. in an amount up to $3,000,000.00, for the 2025 Citywide Storm Drain Rehabilitation Open -Cut project , with the option to renew the contract one time; and Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund in the amount of $200,000.00, transferred from available Paygo funds within the Water and Sewer Fund, for the purpose of funding the 2025 Citywide Storm Drain Rehabilitation Open -Cut project (City Project No. 106778) to effect a portion of Water's contribution to the Fiscal Years 2026-2030 Capital Improvement Program. DISCUSSION: Approval of this Mayor and Council Communication (M&C) will authorize execution of a contract for the extension, replacement, and/or improvement of existing City storm drain infrastructure on an on -call basis. This contract will also provide for repair/reroute of water and sewer lines conflicting with storm drain lines. Work on individual locations will be authorized by work orders and prioritized based on storm drain rehabilitation needs and risks. The bid documents included a stipulation that the total quantities listed may not reflect actual quantities and that the amount budgeted for the projects is $3,000,000.00. Final payments will be made based on actual measured quantities. The bid documents also included a stipulation giving the City the option to renew this contract one time under the same terms, conditions and unit prices subject to appropriated funding. This project was advertised in the Fort Worth Star -Telegram on November 5, 2025, and November 12, 2025. On December 4, 2025, the following bid was received. The term of the contract will be until work is completed, funds are expended, or the expiration of the contract after two years, whichever occurs first. Bidders I Amount Woody Contractors, Inc. $25,988,285.00 Small Business (SB) Goal - Woody Contractors, Inc. is in compliance with the small business goal. The Transportation & Public Works Department's (TPW) share of this contract is $2,800,000.00. The Water Department's share of this contract is $200,000.00 (Water: $100,000.00 and Sewer: $100,000.00) and will be available in the Water & Sewer Capital Projects Fund for the project. In addition to the contract amount, $459,150.00 (TPW) is required for project management, material testing, and inspection. It is the practice of the Water Department to appropriate its Capital Improvement Program (CIP) plan throughout the Fiscal Year, instead of within the annual budget ordinance, as projects commence, http://apps.cfwnet.org/council_packet/mc_review.asp?ID=34220&councildate=3/10/2026 3/31/2026 M&C Review Page 2 of 3 additional funding needs are identified, and to comply with bond covenants. Funding is budgeted in the Transfer to Water/Sewer account of the Water & Sewer Fund for the purpose of funding the Water and Wastewater portion of the Stormwater's 2025 Citywide Storm Drain Rehabilitation Open -Cut project within the Water & Sewer Capital Projects Fund. FY2026 - Water PAYGO Appropriations per City Ordinance 27979-09-2025 FY2026 Amended PayGo YTD PayGo FY2026 FY2026 Original (Includes any Approved This M&C Remaining Adopted PayGo council actions for/Moved to PayGo Balance subsequent Capital Projects budget adoption) $101,090,082.00 $101,090,082.00 ($29,564,777.00) ($200,000.00) $71,325,305.00 Note: There may be other pending actions or recently approved actions that are not reflected in the table due to timing. These projects are not currently defined, and the impacts on the Operations Budgets are unknown. Projects that replace or improve existing infrastructure should not have an impact on the operational budget, as the City already maintains infrastructure in these locations. However, extensions, such as additional stormdrain pipes or inlets, would increase future maintenance responsibilities. Funding is budgeted in the Stormdrain Pipe Rehab programmable project (City Project No: P00114) within the Stormwater Capital Projects Fund for the purpose of funding various work order projects, as appropriated. This task order contract will serve current and future capital projects as -needed, and a funds availability verification will be performed by Transportation & Public Works Contract Compliance Managers prior to task order assignment. Appropriations for the W/WW/20SWCWSDI project are as depicted below: Fund W&S Capital Projects — Fund 56002 Existing Appropriations $0.00 Additional Appropriations $200,000.00 Project Total $200,000.00 Project Total $0.00 1 $200,000.00 $200,000.00 The projects are located in ALL COUNCIL DISTRICTS. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that funds are currently available in the Stormdrain Pipe Rehab programmable project within the Stormwater Capital Projects Fund and Water and Sewer Fund and upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the Stormwater Capital Project Fund and in the W&S Capital Projects Fund to support the award of the agreement. Prior to an expenditure being incurred, the Transportation & Public Works and the Water Departments has the responsibility of verifying the availability of funds. Fund Department Account Project Program Activity Budget Reference # Amount ID ID Year (Chartfield 2) FROM Fund ] Department Account Project Program Activity Budget Reference # Amount ID ID Year (Chartfield 2) Submitted for City Manager's Office by: Jesica McEachern (5804) http://apps.cfwnet.org/council_packet/mc_review.asp?ID=34220&councildate=3/10/2026 3/31/2026 M&C Review Page 3 of 3 Originating Department Head: Additional Information Contact: Lauren Prieur (6035) Thanaa Maksimos (2485) ATTACHMENTS 1295 Form.pdf (CFW Internal) 20SWM CITYWIDE STORMDRAIN IMPROVEMENT -WOODY FundsAvail.docx (CFW Internal) 20SWM CITYWIDE STORMDRAIN IMPROVEMENTS -WOODY FID TABLE MCF 01.30.26).xlsx (CFW Internal) Bid Table.xlsx (CFW Internal) ORD.APP 20SWM CITYWIDE STORMDRAIN IMPROVEMENT 56002 A026(R2).docx (Public) SAM.gov Search.pdf (CFW Internal) http://apps.cfwnet.org/council_packet/mc_review.asp?ID=34220&councildate=3/10/2026 3/31/2026 CITY OF 'FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT / 11173► f mil lr llIZ Addendum 1 Release Date: November 18, 2025 Bid Opening Date: December 4, 2025 This addendum forms part of the Contract Documents and Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and on the Bid Form (SECTION 00 41 00). Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The specification documents for 2025 Citywide Storm Drain Rehabilitation Open -Cut, City Project No. 102527 are hereby revised by Addendum No. 1 as follows: The Specifications are amended as follows: 1. Replace SECTION 00 4100, BID FORM, with SECTION 00 4100 attached. 2. Replace SECTION 00 4512, PREQUALIFICATION STATEMENT, with SECTION 00 45 12 attached. 3. Replace Unit 1, Bid item 401 in SECTION 00 42 43, PROPOSAL FORM, with Bid Item 401 as follows: BID ITEM: Item # Description Specification Section Na. Unit of Measure Bid Quantity Unit Price Bid Value 9999.0109 Allowance for Sprinkler Repair Beyond Pipe Crossing 401 (Otherwise Considered Subsidiary 99 99 99 LS 1 $5,000.00 $5,000.00 to laying pipe) Use Percentage as Needed - Inspector verified 11. Bid Proposal Excel Workbook has been revised in Bonfire to reflect the Specifications amendment as stated above. III. Q & A Attached Please acknowledge receipt of Addendum No. 1 in the following locations: (1) In the space provided below. (2) In Section 00 4100, Bid Form, Page 3 of 3 A-1 ADDENDUM 1 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 902S27 Failure to acknowledge the receipt of Addendum No. 1 could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. NEEL-SCHAFFER, INC. % :::::A:::: C JA1Nf5 P.... 65295 By: James P. Amick, P.E. Engineer Manager RECEIPT ACKNOWLEDGEMENT: Title Company Name TRANSPORTATION AND PUBLIC WORKS DEPARTMENT DIRECTOR LAUREN PRIEUR, P.E. Bv: Pratirn Pou yal, P.E. Project Manager KID Tflv.J1—y- Dr 1Y ?(OO&C) Company Address . A-2 ADDENDUM 1 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 102527 0041 00 BID FORM Page 1 of 3 SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No.: 102527 UnitslSections: 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 certificatd 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. Addendum 1 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 911912025 00 41 00 Bid Proposal Workbook DO 41 00 010 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: a. Water Distribution, Urban and Renewal, 24-inch diameter and smaller b. Sewer Collection System, Urban/Renewal, 16-inches and smaller c. Asphalt Paving - Construction/Reconstruction (Less than 10,000 SY) d. Concrete Paving - GonstructionlReconstruction (Less than 10,000 SY) 4. Time of Completion 4-1. The Work will be complete for Final Acceptance within the number of days specified In each Work Order. 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 Addendum 1 CITY OF FORT WORTH 2O25 Cityvride Storm Drain Rehabi ilation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 911912025 0041 00 Bid Proposal workbook 2025 Citywide Storm Drain Rehabilitation Open -Cut Q & A 1) Do you have plans/drawings for this project? if so, when will those be posted? This is work order contract. Applicable plans/drawings will be provided when work orders are issued. 2) Please post the pre -bid attendee list after the 11120 meeting. Yes. we w1l post the pre -bid attendee list after the pre -bid meeting. 3) what is the estimated cost of this project? This is work order contract. The contract will be for storm drain pipes repair/replacement for up to $3,000,000, with option to renew once. Refer to Specification Section 00 52 43 (Agreement), Article 3 (Contract Price). 4) The prequalification requirement for water should be 24" and smaller and the Seaver prequalification should be for 16" and smaller. They both currently say 12" and smaller but there are items for 24" water and 16" sewer. The prequalification requirements are revised. Refer to Addendum No 1. 5) We need the city to provide a pre -bid total amount for bid item 401- allowance for sprinkler, repair. Sid Item 401 — allowance for sprinkler repair added. Refer to Addendum No. 1 ADDENDUM i 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 102527 CITY OF FORT WORTH TRANSPORTATION AND PUBLIC WORKS DEPARTMENT 2025 CITYWIDE STORM DRAIN REHABILITATION OPEN -CUT ADDENDUM NO. 2 Addendum 2 Release Date: December 2, 2025 Bid Opening Date: December 4, 2025 This addendum forms part of the Contract Documents and Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and on the Bid Form (SECTION 00 4100). Failure to acknowledge receipt of this addendum could subject the bidder to disqualification.. The specification documents for 2025 Citywide Storm Drain Rehabilitation Open -Cut, City Project No. 102527 are hereby revised by Addendum No. 2 as follows: The Specifications are amended as follows: 1. Replace GC-6.06 D —SMALL BUSINESS UTILIZATION FORM in the Appendix with the SMALL BUSINESS UTILIZATION FORM attached. Please acknowledge receipt of Addendum No. 2 in the following locations: (1) In the space provided below, on Page A-2 of Addendum 2. (2) In Section 00 4100, Bid Form, Page 3 of 3 Failure to acknowledge the receipt of Addendum No. 2 could cause the subject bidder to be considered "NON -RESPONSIVE", resulting in disqualification. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. A-1 ADDENDUM 2 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 102527 NEEL-SCHAFFER, INC. %.pSEOFrfiA * .......................:... JAMES P. AM CK 65295 1pQ,��;�SC rCENSEN��rr By: James P. Amick, P.E. Engineer Manager RECEIPT ACKNOWLEDGEMENT: By: --F"U Woo Title 4f�°a Loln�fc�L�41fS f t{\C. Company Name TRANSPORTATION AND PUBLIC WORKS DEPARTMENT DIRECTOR LAUREN PRIEUR, P.E. By: ` Pratima Poky -al, 4. Project Manager (PS O Tw.+c.r Dc k-tv�h2�[aie�TX Company Address A-2 ADDENDUM 2 2025 Citywide Stonn Drain Rehabilitation Open -Cut City Project No. 102527 Small Business Utilization Form PRIME BIDDERIOFFEROR COMPANY NAME: PROJECT NAME: 2025 Citywide Storm Drain Rehabilitation Open -Cut PROJECT 102527 City's Small Business BidderlOfferor's Commitment NUMBER: Goal BID DATE: 30 % Checkapplicable ❑ NotSmall ❑ Small box to describe Business Business Prime Bidder/Offeror ALL SMALL BUSINESS FIRMS MUST BE CERTIFIED BEFORE BID DOCUMENTATION FROM AN APPROVED CERTIFYING AGENCY MUST BE PROVIDED WITH THIS FORM. Failure to complete this form in its entirety and submit if with the Bid/Offer may result in the bid being considered non -responsive. Should the C'io} ofFor7 6frorth determine that the Prinne Bidder/Offeror is qualifiedfor mvard ofcontract, upon execution ofsaid contract, the undersigned Prince Bidder/Offeror shall enter into a formal agreement with the Small Business firan(s) listed in this tdilLation schedule. Small Business fnms listed toward meeting the project goal must be physically located in the City's marketplace at the time of bid. The marketplace is Denton, Parker_ Wise. Tarrant. and Johnson counties. Certified means those small business firms that have been certified as Small Businesses by one of the following Certifying Agencies: North Central Texas Regional Certification Agency (NCTRCA), Women's Business Council — Southwest (WBCS), Dallas/Fort Worth Business Council (DFW BC), Texas Historically Underutilized Business (HUB) Program and Texas Unified Certification Program (TUP) DBE/ACDBE and Texas Department of Transportation (TXDOT) SBE Directory. Prime Bidders/Off-erors are required to identify ALL subcontractors/suppliers, regardless of status. Page 1 of 4 ADDENDUM 2 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 102527 FOR_ T� WORTH. Certified Small Business Prime/Bidder/Offeror Contractors, counting their self performance towards meeting the contract goal, must be certified within those NAILS codes for the work it intends to perform. The Prime Bidder/Offeror will not make additions, deletions, or substitutions to this list without the prior approval of the City of Fart North. Any unjustified change or deletion shall be a material breach of contract and may result in debarment. Check this box if certified Prime Contractor services will be counted towards the Small Business contracting goal. ❑ List Prime Contractor first and Prime Contractor's participation, expressed in dollars. Next, fist certified Small Business firm names, including DBAs, as shown on their certification. Last, list non -small business firms. NAMES AND ADDRESSES OF CONTRACTORSISUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Business Name: Small Business ❑ Not Small Business ❑ Address (including County): Type of Services/Supplics: Phone: Email: NAICS Code: Contact Person: S AMOUNT: NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICESISUPPLIES PROVIDED (NAICS Required) Business Name: Small Business ❑ Not Small Business ❑ Address (including County): Type of Services/Supplies.- Phone: Email: NAICS Code: Contact Person: S ANIOUNT: Revised 11.06.25 Page 2 of 4 ADDENDUM 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 102527 NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Business Name: Small Business ❑ Not Small Business Ll Address (including County): Type of Services/Supplies: Phone- Email: NAILS Code: Contact Person: S AMOUNT: NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICESFSUPPLIES PROVIDED (NAICS Required) Business Name: Small Business ED Not Small Business 0 Address (including County): Type of Services/Supplies: Phone: Email: NAICS Code: Contact Person: S AMOUNT: NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Business Name: Small Business ❑ Not Small Business 0 Address (including County): Type of Services/Supplies: Phone: Email: NAICS Code: Contact Person: S AMOUNT: Please include additional copies of this page if needed to list all subcontractors and suppliers. Revised 11.06.25 Page 3 of 4 ADDENDUM 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 102527 FORT WORTH-, �T Total Dollar Amount of Certified Prime Bidder/Offeror Services towards contract goal $ Total Dollar Amount of Small Business Subcontractors/Suppliers $ Total Dollar Amount of Non -Small Business Subcontractors/Suppliers $ TOTAL ANIOUNT BID S By affixing a signature to this form, the Prime Bidder/Offeror agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors. The Prime Bidder/Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Prime Bidder/Offeror agrees to allow an authorized officer or employee of the City to conduct interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract to substantiate the actual work performed by the Small Business firms on this contract. A Prime Bidder/Offerorwho intentionally and/or knowingly misrepresents material facts shall be debarred for a period of time of not less than one year. Authorized Signature Printed Signature Title Address City/State/Zip Code Revised 11.06.25 Contact Name and Title (if different) Phone Number Email Address Date Page 4 of 4 ADDENDUM 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 102527 0011 13 INVITATION TO BIDDERS Pagel of 3 SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of 2025 Citywide Storm Drain Rehabilitation Open -Cut Project No. 102527 ("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 2:00 P.M. CST, Thursday, December 4, 2025. Proposals will then be opened publicly and the names of the proposers will be read aloud along with any monetary proposals made beginning at 2:00 PM CST in the City Council Chambers. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https://fortworthtexas.bonfirchub.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 Proposal 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102527 Revised 2/08/24 0011 13 INVITATION TO BIDDERS Page 2 of 3 SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Storm drain rehabilitation (point repairs or full pipe segments) by Open Cut. Extension, replacements and/or improvements to existing storm water systems and other pertinent construction required to provide a more effective drainage system to neighborhoods within the City limits of Fort Worth. Work for this contract will be provided through WORK ORDER TASKS, based on the availability of funds and in coordination with the successful Proposer's schedule. 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 proposal opening. The procedures for qualification and pre -qualification are outlined in the Section 3 of 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained via the Procurement Portal https://fortworthtexas.bonfirehub.coM/portal/?tab=openOpportunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=open0pl2ortunities, under the respective Project. PREBID CONFERENCE — Web Conference A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: November 20, 2025 TIME: 10:00 AM CST Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. 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. Prospective bidders should direct all questions about the meaning and intent of the Contract Documents electronically through the Vendors discussions section under the respective Project via the Procurement Portal. If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102527 Revised 2/08/24 0011 13 INVITATION TO BIDDERS Page 3 of 3 AWARD City may award contracts to more than one bidder, lowest to highest, but is not required to award to all, or any bidders. RENEWALS Contract(s) may be renewed for one (1) additional term at the earlier of the expiration of contract funds or contract time under the same terms, conditions, and unit prices. ADVERTISEMENT DATES November 5, 2025 November 12, 2025 END OF SECTION CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102527 Revised 2/08/24 0021 13 INSTRUCTIONS TO BIDDERS SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms Pagel of 9 1.1. Capitalized terms used in these INSTRUCTIONS TO BIDDERS are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making electronic Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. Bidders or their designated subcontractors are required to be prequalified for the work types requiring prequalification as per Sections 00 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms seeking pre -qualification, must submit the documentation identified in Section 00 45 11 on Section 00 45 13 PREQUALIFICATION APPLICATION at least seven (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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102527 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 9 Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: https://www.fortworthtexas. og v/departments/tpw/development/cfw-departments-tpw- contractors under Division 00 - General Conditions and as follows: 3.1.1. Paving — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding_aspx?QS=4d008O4b 133b408a85a69323548dda25 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding.aspx?QS=e43c4239775f4b2583552cO29c6al ed2 3.1.3. Water and Sanitary Sewer — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding. aspx?QS=4fc66ff8 c36c4c029d542d4e5 5114e8d 3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low bidder for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule to assist the City in evaluating and assessing the ability of the apparent low bidder to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder: 4.1.1. Shall examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102527 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 3 of 9 4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Shall consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. OMITTED 4.1.5. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.6. Is advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.7. Should perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.8. Shall determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal or bid is prima -facie evidence that the Bidder has made the investigations, examinations and tests herein required. 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. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102527 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 9 4.1.10. Indicate their intent to bid by selecting "yes" in the Procurement Portal under the Intent to Bid section. You must indicate your intent to bid to be able to submit a bid to the City. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.2.4. Standard insurance requirements, coverages and limits. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102527 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 9 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right- of-way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City electrically through the Vendor Discussions section under the respective Project via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities on or before 2 p.m., the FRIDAY prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications shall be posted under the respective Project via the Procurement Portal https://fortworthtexas.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 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102527 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 9 7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. 7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and return the Contract Documents within 14 days after the Notice of Award conveying same, City may consider Bidder to be in default, rescind the Notice of Award and act on the Bid Bond. Such action shall be City's exclusive remedy in the event Bidder is deemed to have defaulted. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 0125 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Small Business Ordinance No. 27832-08-25, the City has established a goal for the participation of small businesses for City contracts $100,000 or greater. See Section 00 45 41 for the Project Goal and additional requirements. Failure to comply may render the Bidder non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102527 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 9 12.2. All blanks on the Bid Form must be completed and the Bid Form signed electronically or signed in ink and scan. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices for which the Bidder proposes to do the work contemplated or furnish materials required. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firth shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted electronically in the Procurement Portal on the prescribed Bid Form, provided with the Bidding Documents, prior to the time indicated in the Advertisement or INVITATION TO BIDDERS. 14. Withdrawal of Bids 14.1. Bids submitted electronically may be withdrawn prior to the time set for bid opening via the Procurement Portal https://fortworthtexas.bonfirehub.coM/portal/?tab=openOpportunities. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102527 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 8 of 9 15. Opening of Bids Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for a minimum of 90 days or the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder. City reserves the right to waive informalities not involving price, contract time or changes in the Work and award a contract to such Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. In addition to Bidder's relevant prequalification requirements, City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102527 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 9 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. City may award contracts to more than one bidder, lowest to highest, but is not required to award to all bidders. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at https://www.ethics.state.tx.us/data/forms/1295/1295.pdf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Project Manual. Within 14 days thereafter, Contractor shall sign and deliver the required number of counterparts of the Project Manual to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Project No. 102527 Revised/Updated September 1, 2025 003513 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 (CPS) 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://wv/w.ethics-state.b(.us/data/forms/conflict/CIS.pd ❑ CIQ Form does not apply Ll 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: Woody Contractors, Inc. By: 650 Tower Dr Signature: Kennedale, TX 76060 817-433-4787 Title: twoody2020Ca7aol. com END OF SECTION Troy Woody rF esident CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project N0. 102527 Revised September 19, 2025 00 41 00 Bid Proposal Workbook -WOODY 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: 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No.: 102527 Units/Sections: 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. Addendum 1 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 911912025 00 41 00 Bid Proposal Workbook -WOODY 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: a. Water Distribution, Urban and Renewal, 24-inch diameter and smaller b. Sewer Collection System, Urban/Renewal, 16-inches and smaller c. Asphalt Paving - Construction/Reconstruction (Less than 10,000 SY) d. Concrete Paving - Construction/Reconstruction (Less than 10,000 SY) 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within the number of days specified in each Work Order. 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, CIO 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 Addendum 1 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 9/1912025 00 4100 Bid Proposal Workbook -WOODY 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. The Work for this Contract shallbe issued on a Work Order basis. Bid quantities of the various items in Section 00 42 43 Bid Proposal are for comparision purposes only to fairly award a Contract and may not reflect the actual quantities issued in any particular Work Order. 6.4. Contractor shall not be entitled to renegotiation of unit costs regardless of the final measured quantities. No claim will be considered for lost or anticipated profits upon differences in estimated quantities versus actual quantities. Total Bid 7. Bid Submittal This Bid is submitted on 12/4/2025 Respectfully submitted, By: Troy Woody (Printed Name) Title: President Company: Woody Contractors, Inc. Address: 650 Tower Dr Kennedale, TX 76060 817-483-4787 State of Incorporation: Texas Email: twood 2020 aol.com Phone: el9— W3 •� n / END OF SECTION $25,988,285.00 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: Addendum i CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 9/1912025 00 41 00 Bid Proposal Workbook -WOODY N i?43 nm PROPDW, Page 1 411 UNIT PRICE BID SECTION 00 42 43 PROPOSALFORM This form Isprovldedforreferenceonly. Bidder's Application Please enter bid antes in the Bonfire bidtable. Project Item Infonrahi Bidders Proposal Bidlist Item Nu. 0tscnpnnn Specification Una.f Sid Section NO. Meal a �I ty Unit Price Bad Value UNIT I - Storm Drain Improvements 1 9999.0001 Traffic Permit for Utility Cut 99 99 99 EA IO $625,00 $6.250.00 2 9999,0002 Project Designation Sip (one time make, but used at each work task location) 99 99 99 EA 2 $650.00 $1 300.00 3 9999.0003 Work Order Mobilization (Misc Only) Less than $ 100,000 99 99 99 EA 5 $16 000.00 $80 000.0q 4 9999.0004 Work Order Mobilization (Mist Only) $100.000 to $500,000 999999 EA 1 $16.000.00 $16 000,00 5 9999.0005 Work Order Mobilization (Misc Only) Greater than $500,000 999999 FA 5 $14 000.00 $70 000,00 6 9999.0006 Work Order Emergency Mobilization (Misc Only) Less than $ I00,000 99 99 99 EA I $16.000.00 _ $16,0K00 7 9999,0007 Work Order Emergency Mobilization (Misc Only) S 100 000 to S500,000 99 99 99 EA 5 $1 6.110GA01 $80.000,00 8 9999.0008 Work Order Emergency NLahiiization (Misc Only) Greater than $500,000 999999 EA 1 $14,000.00 $14,000.00 9 347 1 .0002 Portable Message Sifm347113 WIC 4 $1,100,00 $4.400.00 10 9999.0009 Arrow Board 99 99 99 WK 4 $350,00 $1 400.00 11 9999.0010 Traffic Control Nei hborhood Street) 99 99 99 M0 3 $4 500.00 $13 500.00 12 9999.0011 Traffic Control Ma`or/Arterial Stree[ 99 99 99 M0 3 $6,000.00 $18.000.00 13 9999.0012 Ventilation System for Confined Entry 99 99 99 EA 2 $5 000.00 $10 000.00 14 9999.0013'rem or Irrigation - 3,11011 SF or less 99 99 99 EA l $5,550.00 $5,550.00 15 9999.0014 Tempo Irrigation - 3,000 SF - 6,000 SF 99 99 99 EA l $7,200.00 $7.200.00 16 9999.0015 TEEMOTRrY Ird siation - 6,000 SF - 10,000 SF 99 99 99 EA 1 $8 250.00 $8,250-00 17 9999.0016 Repair damage (u intrusion, fill voids r$ wipe 99 99 99 EA 2 $4 500.00 $9,000.00 18 9999.0017 On -Site Consultation 99 99 99 EA 25 $2 000.00 $50,000.00 19 9999.0018 Construction Staking 999999 EA 25 $2,500.00 $62,500.00 20 9999.0019 As -Built Survey 99 99 99 EA 25 $2 000.00 $50 000.00 21 0241.0100 Remove Sidewalk 0241 13 SF 3000 $2.50 1 $7,500.00 22 0241.0300 Remove ADA Ramp 0241 13 EA 6 $850-001 $5,100.00 23 0241.0401 Remove Concrete Drive 0241 13 SF 5000 $2.50 $12,500.00 24 0241.0402 Remove Asphalt Drive 0241 13 SF 2500 $1.25 $3,125.00 25 0241.0500 Remove Fence 0241 13 LF 5000 $3.00 $15,000.00 26 0241.0600 Remove Wall t4' 0241 13 LF 100 $45.00 $4, 500.00 27 0241.0900 Remove Rip Rap 0241 t3 SF 2000 $2.50 $5,000.00 28 024130'13Remove 8"Water Line 024114 LF 25 $35.00 $875.DO 29 0241,1014: Remove 10" Water Line 0241 14 LF 25 $35.00 $875.00 30 0241.1015 Remove 12" Water Line 0241 t4 LF 25 $35.00 $875.00 31 1024 L2013 Remove 8" Sewer Line 02 41 14 LF 25 $35.00 $875.00 32 0241.2014 Remove t0"Sewer Line 0241 14 LF 25 $35.00 $875.00 33 0241.2015 Remove IT' Sewer Line 0241 14 LF 25 $35.60 _ $875.00 34 0241.3011 Remove 15" Storm Line 0241 14 LF 200 $19.60 $3,800.00 35 0241.3013 Remove 18" Storm Line 0241 14 LF 200 $19.00 $3.800.00 M 0241.3014 Remove 21" Storm Line 0241 14 LF 200 $19.00 $3,800.00 37 0241.3015 Remove 24" Storm Line 0241 14 LF 200 $20.00 $4.000.00 38 0241.3016 Remove 27" Storm Line 0241 14 LF 100 $20.00 $2 000.00 39 0241.3017 Remove 30" Storm Line 0241 14 LF loll, $21.00 $2.100-00 40 0241.3019 Remove 36" Storm Line 0241 14 LF too $24,00 $2.400.00 41 0241.3021 Remove 42" Storm Line 0241 14 LF 50 $29A0 $1 450.00 42 0241.3023 Remove 49" Storm Line 0241 14 LF 50 $29,00 $1 450.00 43 0241.3024 Remove 54" Storm Line 0241 14 LF 50 $34.00 $1,700.00 44 0241.3025 Remove 60" Storm Line 0241 14 LF 50 $34.00 $1 700.00 45 0241.3101 15" Storm Abandonancul Plu 0241 14 EA 2 $850.00 $1 700.00 46 0241,3102 18" Storm Abandomment Plug 0241 14 EA 2 $850.00 $1.700.00 47 0241.3103 21" Storm Abandonment Plug 0241 14 EA 2 $900.00 $1 800.00 48 0241,3104 24" Storm Abandonment Plug 0241 14 EA 2 $900.00 $1,800.o0 49 0141,3105 27" Storm Abandonment Plug 0241 14 EA 2 $950,00 $1 900.00 50 0241.3106 30" Storm Abandonment Plug 0241 14 EA 2 $950.00 $1,900.00 51 0241,3108 36" Starin Abandonment Plur 0241 14 EA 2 $1,050.00 $2,100.00 52 0241.3110 42" Starm Abandonment Plug 0241 14 EA 2 $1 050.00 $2 100.00 53 02413401 Remove 4' StormJunction Box 0241 14 EA 2 $2,400.00 $4,800,00 54 0241.3402 Remove 5' Storm ]unction Box 0241 14 EA 2 $2 500.00 $5 000.00 55 0241.3403 Remove 6' Storm Junction Box (1241 l4 EA 2 $2 550.00 $5.100,00 56 024 L.4201 Remove 4'Drop Inlet 0241 14 EA. 2 $2 400.00 $4 800.00 57 0241.4202 Remove 5'DrGp Inlet 0241 14 EA 2 $2,500.00 $5.000,00 58 0241.4203 Remove 6' Drop Inlet 0241 14 EA 2 $2.550.00 $5,10GA0 59 0241.4301 Remove 2' Grate Inlet 0241 14 EA 2 $1 200.00 $2.400.00 60 0241.4303 Remove 4' Grate Inlet 0241 14 EA 2 $2..500,00 $5,000.00 61 0241,4401 Remove HeadwalllSET 02 41 14 EA 2 $2,00.00 $4,OOq.00 62 10241.5001 Ahandon Manhole 02 4i l4 EA 2 $2,700.00' $5 400.00 AAde.- I CRYOF FART IVIIRTm '-n?c CilywuneS�orm LAam RchahJaou o nPipi'nl. Sr.ANDAan CaNSrRNCTIONSP€CmC..1TInNIX TAIFNTS P.,w, N, 163527 Rni L%19P-a'-5 00 41 Ifn e1J Pna1a`sa4 IN"r§4xxik-woonl' 0 4243 aril PROPOSAL Ng, 2of 11 UNIT PRICE BID SECTION 00 42 43 PROPOSALFORM This form is provided for reference only. Bidder's Application Please enter bid prices In the Bonfire bidtatlle. Prjest rwo, Information ➢idders Proposal Bidlist Item No Description speu5wtion Section No. Unit of Measure Bid Quantity Unit Price Bid Value 63 9999.0020 Remove Curb Inlet (All Sizes) 99 99 99 EA 5 $2,650.00 $13,250.00 64 9999.0021 Remove Trench Drain (All Seizes) 99 99 99 LF 150 $7.00 $1.050.00 65 024t.1000 Remove Cone Pvnn 0241 15 SY 1500 $27,D0 $40 500.00 66 0241.1100 Remove Asphalt Pavement 02 41 15 SY 400 $18.00 $7,200.00 67 0241.1300 Remove Cone Curb&Gutter 0241 15 LF 1000 $19.00 $19,000.00 68 0241.1400 Remove Cone Valley Gutter 0241 15 SY 100 $21.001 $2,100.00 69 0241.1505 1"Surface IvIffling 0241 15 SY 1000 $25.00 $25.000.00 70 0241.1506 2" Surrace Milling 0241 15 SY 1000 $29.00 $29 000.00 71 0241.1507 3" Surface Milling 0241 15 SY 1000 $30.00 $30 000.00 72 0241A700 Pvmt Pulverization 0241 15 SY 1000 $25.00 $25,000.00 73 31 10,0102 V-12" Tree Removal 31 1000 EA 20 $1 000.00 $20 000.00 74 3119.0103 12"48" Tree Removal 31 1000 EA 10 $2.,000.00 $20000.00 75 3110.0104 18"-24" Tree Removal 31 1000 EA 10 $2.500.00 $25,000.00 76 3110.0105 24" and Larger Tree Removal 31 1000 EA 5 $5 000.00 $25.000.00 77 3123.0101 Unclassified Excavation by Plan 31 23 16 CY 1000 $59.00 $59 000.00 78 3123.0102 Unclassified Channel Excavation bV Pbm 31 23 16 CY 1000 $63.00 $63,000.00 79 3123.0103 Borrow by Plan 31 2323 CY 3000 $70.00 $210 000.00 80 3125.0101 SWPPP > I acre (LS per each project; as needed) 31 2500 LS 5 $2,000.DD $10000.00 81 _ 3137.0101 Concrete Riprap 31 3700 SY 300 $160.001 $48,000:1)0 82 3137.0102 Large Stone Riprap, dry 31 3700 SY 100 $205.001 $20,500.00 83 3137.0103 Large Stone Ri ra , juouned 31 3700 SY 100 $240.00 $24 000.00 84 3137.0104Medium Stone Rim dry 313700 SY 1 100 $175.00 $17,500.DO 85 3137.0I05MediumStoneRiprap, grouled 313700 SY I00 $210.00 $21000.00 86 3137.0107 Block Ri ra. , dry 31 37 00 SY 100 $205.00 $20 500.00 87 3137.0108 BlockRi ra , grouted 313700 SY I00 $240.00 $24,00000 88 3137.0109 Slab Ri rap 31 37 00 SY 100 $240A0 $24 000.00 89 3201.01 l 14' Wide Asphalt PvmG Repair. Residential 3201 17 LF 200 $155,00 $31 000.00 90 3201,01115' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 300 $170M $51.000.00 91 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 3201 17 SY 300 $178.00 $53 400.00 92 3201.0121 4" Wide Asphalt Mot Repair, Arterial 3201 17 LF _ 200 $175.00 $35 000.00 93 3201.0122 S Wide Asphalt Min Repair, Arterial 3201 17 LF 300 $199.00 $59.400.00 94 3201.0202 Asphalt Pvmt Repair Beyond Defined Width Arterial 33 0l l7 SY 300 $22fl00 $66 000.00 95 3201.0131 4' Wide Asphalt Pvmt Repair, htdustrial 3201 17 LF 200 $175.00 $35,000.00 96 3201,0132 T Wide Asphalt Pvmt Repair. Industrial 3201 17 LF 3UU $19B.00 $59.400.00 97 3201.0203 Asphalt Pv it Repair Beyond Defined Width, Industrial 3201 17 SY 300 $220.00 $66.000.00 98 3201.0400 Tem orary Asphalt Paving Re p air 3201 18 LF 200 $82.0o $16.400.00 99 9999.0022 2" Mill & Overla under 500 SY) 99 99 99 SY 500 $150.00 $75.000.001 100 3201,0614 Conc Pviut Repair, Residential 32 01 29 SY 300 $223.00 $66,900.00 101 3201.0616 Conc Pvmt Repair, Afterialllndusbial 32 01 29 SY 300 $235.00 $70 500.00 102 9999.0023 Concrete Pvmt Repair, T%DOT 99 99 99 SY 200 $242.00 $48 400.00 103 3211.011 14" Flexible Base Type A., GRA 32 1123 SY €00 $27.00 $2.700.00 104 321I.U1 12 6" Flexible Base, Type A, GR-1 32 11 23 SY lop $33.00 $3 300.00 105 3211.0121 4" Flexible Base, Type A, GR-2 32 1123 SY too $26.00 $2.600.00 106 3211.0122 6" Flexible Base, T e A, GR-2 32 1123 SY too $32.00 $3 200.00 107 3211.0400 Hydrated Lime 32 1129 TN 5 $600.001 $3,000.00 tO8 321 1.0502 8" Lime Treatment 32 1129 SY 500 $30.00 $15.ODO.00 109 3211.0503 10" Lime Treatment 32 1 129 SY 500 $35.00 $17,500.00 110 3211.0600 Cement 32 1133 TN 5 $ 600.00 $3,000.00 1 1 1 3211.0701 6" Cement Treatment 32 1 133 SY 100 $25.00 $2., 500.00 112 3211.07028" Cement Treatment 321133 1 SY 1000 $30.00 $30,000.00 113 321 L0703 10" Cement Treatment 32 1 1 33 SY 1 100 $35.00 $3 500.00 114 321 L0704 12" Cement Treatment 32 1133 SY 1Q0 $40.00 $4,000.00 115 3212.0301 2" Asphalt Pvmt Type ➢ DG-D) 32 12 16 SY 1.00 $75,00 $7„500.00 116 3212.0302 3" Asphalt Pvmt T e D (DG-D) 32 12 16 SY 1000 $85.00 $85,000.00 117 3212.0303 4" As. halt Pvint Type D {DG-D 32 12 16 SY 1000 $90.00 $90.000.00 118 3212.0501 2" Asphalt Pvmt Type B (DG-B) 32 12 16 SY 1000 $55.00 55 000.00 119 3212,0502 3" Asphalt Pvmt Type B (DO-B) 32 12 16 SY 1000 $65.00 $65.000.00 120 3212.0503 4" Asphalt Pvmt Type B (DG-B) 32 12 16 SY 1000 $75.00 $75 000.00 121 9999.0024 6" Conc Alley W Roll Over Curb 99 99 99 SY 500 $181.00, $90,500.00 122 3213.0101 6" Conc Pvmt 32 1313 SY 100 $203,00 $20 300.00 123 3213.0IO2 7"ConcPvmt 32 13 13 SY 100 $224.00 $22,400,00 124 3213.0103 8" Conc Pvmt 32 13 13 SY 1 100 $234.00 $23 400.DO 125 3213.0104 9" Cone Pvmt 32 13 13 SY I I00 $240.00 $24,000.DO 126 3213,0105 10" Conc Pvmt 32 13 13 SY 100 $250.00 $25.000.00 127 3213.0301 4" Conc Sidewalk 32 0 20 SF 800 $21.00 $16,800.00 128 3213,0302 5" Conc Sidewalk _ 32 13 20 SF 800 $22.00 $17 600.00 129 3213.0303 6" Conc Sidewalk 32 13 20 SF 800 $2No $18 400.00 130 3213,0311 4" Cone Sidewa[L Adjaceni to Curb 32 1320 SF 600 $24, 15 $14,400,0D 131 3213,0311 5" Conc Sidewalk. Adjacent to Curb 32 1320 SF 600 1 $25.00 $15"Ot)O.QO Add�"aum I CM OF FORT WORTH 2025 Citywide Steen U,am Rrhahianliea OQaarut ST,M.ARD CONSTRUCTION SPECIRCA1'[ON DOCUxtEWS' P.,-l`I., 1112527 R, d-MrI025 0114I 011 BOPMI-1{N,rkMvk-%tOO 1 0142 4% alb I'ftoPos,v. 22.]br II SECTION OD 42 43 PROPOSALFORM UNIT PRICE BID This form is provided for reference only. Bidder's Application Please enter bid prices in the Bonfire bldtable. Application Project Item foformabon Bidder's Proposal Bidlisl Ti- No llrs®iption speclranon Seclion No. unit of Mm- Bid Quantity Unit Price Bid Value 132 3213.0313 6" Cone Sidewalk, Adiacent to Curb 32 1320 SF 600 $26.00 $15,600.00 133 32I3.032 1 Cone Sidewalk, Adiacent to Ret Wall 32 1320 SF' S0 $27.00, $1,350.00 134 3232.0100 Conc Ret Wall Adiacent to Sidewalk 32 32 13 SF 50 $170.00 $8 500.00 135 3213.0400 5" Concrete Driveway 32 1320 SF 5000 $22.00 $110 000.00 136 3213.0401 6" Concrete Driveway 32 1320 SF 5000 $23.00 $115,000.00 137 3213.0450 5" Concrete Drivewav, Exposed Agltre ate 32 1320 SF 500 MO $11 500.00 138 3213.0451 6" Concrete Drivewav, Exposed A.gpre ate 32 1320 SF 500 $24.00 $12,000.00 139 3213.0501 Barrier Free Ramp. Type R-1 32 1320 EA 6 $7 700.00 $46 200.00 140 3213.0502 Barrier Free Ramp, Type U-1 32 1320 EA 6 $8.500.00 $51 000.00 141 3213.0503 Barrier Free Ranap. Type M-1 32 1320 EA 6 $7 600.00 $45.600.00 142 3213.0504 Barrier Free Ramp, Type M-2 32 1320 EA 6 $8 000.00 $48 000.00 l43 3213.0505 Barrier Free Ramp, Type M-3 32 1320 EA 6 $8,400.00 $50400.00 144 3213.0506 Barrier Free Ram , Type P-1 32 1320 EA 6 $8 400.00 $50.400,00 145 3213.0507 Barrier Free Ramp. Type P-2 32 1320 EA 6 $8.400.00 50,400,00 146 3213.0508 Barrier Free Ramp, Type C-1 32 13 20 EA 6 $8.400.00 $50 400.00 147 3213.0509 Barrier Frcc Ramp, Type C-2 32 1320 EA 6 $@ 400.00 $50 400.00 148 3213.0510 Barrier Free Ramp, , Type C-3 32 1320 EA 6 $7 900.00 $47 400.00 149 9999.0025 Remove, Salvage & Reset Brick Pavers 99 99 99 SY 1000 $260.00 $260,000.00 t50 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 1000 W.00 $89.000.00 151 3216.0102 7" Conc Curb and Gutter 32 16 13 LF 500 $89.00 $44,500,00 152 3216.0301 7" Cone Valley Gutter, Residential 32 l6 13 SY 100 $190.00 $19,000.00 153 3216.0302 I1"Conc Valley Gutter, ArteriaLllndustrial 32 16 13 SY 100 $206.00 $20 500.00 154 3231,0121 4' Chain Link Aluminum 3231 13 LF 300 $55.00 $16,500.00 155 3231.0123 6' Cbain Link, Aluminum 3231 13 LF 300 $65.00 $19 500.00 156 3231.0412 6' Fences, Wood 3231 29 LF 300 $85.00 $25.500.00 157 3231,0413 8' Fences. Wood 33 31 29 LF 300 $105.00 $31,500.00 158 9999.0026 6' Temporary Fence 99 99 99 LF 50 $25.00 $1 250.00 159 329LO100Topsoil 3291 19 Cy too $8A00 $8000.00 160 12910100 Block Sod Placement 3292 13 SY 5000 $35.00 $175.000.00 161 3292.0450 Seeding, Hydromulch with binding agent 3292 13 SY 20000 1 $12.00 $240.000.00 l62 3292.0500 Seeding, Soil Retention Blanket 3292 13 SY 10000 $9,00 $90 000.00 163 9999.0027 Banded Fiber Mulch 99 99 99 SY 6000 $15.00 $90 000.00 164 3301.0101 Manhole Vacuum Testinp 33 0130 EA to $200.06 $2,000.00 165 9999.0028 Pre -CCTV Inspection (SS) 99 99 99 LF 200 $15.00 $3 000,00 166 9999.0029 Pre -CCTV Irl.spection (Storm Drain) 99 99 99 LF 1000 $12.00 $12,000.00 167 9999.0030 Post -CCTV Inspection (SS) 99 99 99 LF too $15.00 $1 500,00 168 9999.0031 Post -CCTV Inspection (Storm Drain) 99 99 99 LF 1000 $12.00 $12,000.00 169 3104.0201 Clean Storm Pipe Ahead of Condition Assessment -24"Diameter and Under 330450 LF 300 $25.00 $7,500,00 170 3304.0202 Clean Slorm Pipe Ahead of Condition Assessment - 27 - 54 Inch Diameters 33 04 50 LF 300 $100.00 $30.000.00 171 3304.0203 Clean Storm Pipe Ahead of Condition Assessment -57"Counter and Over 330450 LF 200 $150.00 $30non .no 172 3305.0[101 4" Waterline Lowering 33 05 12 EA 1 $15,500.00 $15 500.00 173 3305.0002 6" Waterline Lowering 33 05 12 EA 1 $15.650.00 $15.650.00 174 3305.0003 8" Waterline Lowering 33 05 12 EA 1 $16,850.00 $16 850.00 175 3105.0004 10" Waterline Lowering 3305 12 EA 1 518,400.00 $18,400.00 176 3305.0005 12" Waterline Lowering 3305 12 EA 1 $19 500.00 $19,500.00 177 3305.0105 Inlet Adjustment 330514 EA 2 $8,800,00 $17600.00 178 3305.0106 Manhole Adjustment, Major 3305 14 EA 5 $6,700A0 $33.500.00 179 3305.0107 Manhole Adjustment, Minor 3305 14 EA 5 $3 500,00 $17 500.00 180 9999.0032 Trench Safe Water & Sewer) 99 99 99 LF 500D $5.00 $25 000.00 181 9999.0033 Trench Safety fStorm Drain 99 99 99 LF 1000 $15MI $15,000.00 182 3305.0111 Valve Box Adjustment 33 05 l4 EA 5 $2,800.00 $14,D00.00 183 9999.0034 Concrete Collar on 18" - 27" RCP 99 99 99 EA 2 $1 700.00 $3 400.00 184 9999.0035 Concrete Collar on 30" - 49" RCP 99 99 99 EA 2 $2,400.00 $4 800.00 185 9999.0036 Concrete Collar on 54" or Larger RCP 999099 EA 2 $8 800.00 $7,600.00 186 3305.0112 Concrete Collar for Manhole 33 05 17 EA 2 $3 500.00 $7 000.00 187 3305.0117 Concrete Collar for Valve 33 05 17 EA 2 $2,800.00 $5,600.00 188 3305.0114 Manhole Adjustment, Major wf Cover 3305 14 EA 2 $6 700.00 $13 400.00 189 3305.0116 Concrete Encasement for Utility Pipes 33 05 10 CY 25 $620.001 $15.500.00 190 3305.0202Imported Embedment/Backflll CSS 3305 l0 CyJ,.,, $270.00 2.700.00 191 3305.0203 Imported Embed;nenl/Backfill, CLSM 3305 10 Cy $420.00 $42,000.00 192 3305.0207 Imported Embedmentr'Backfill, Select Fill 33 05 10 Cy $70.00 $700.00 193 9999.0038 Utility Adjustment Minor 99 99 99 EA $1 700.00 $8 5130.00 194 3311 MO Ductile Iron Water Fittings wl Restraint 33 11 11 TON$18 000.00 $18,000.00 195 3311.0161 G' PVC Water Pipe 33 11 12 LF $160.00 $16 000.00 196 3311.0161 8" PVC Water Pipe 33 1112 LF $160.00 $16,000,00 197 331 L0361 10'" PVC Water Pie 33 It 12 LP 187.00 $18 700.00 198 3311.0461 12" PVC Waler Pipe 33 It 12 LF too $210.00 $21,000.00 199 3331.331 14" Sewer Service, Reconnection 33 3150 EA 2 $2 500.00 $5,000.00 200 3331.3312 6" Sewer Service Reconnection 33 31 50 EA 2 $2,700.00 $5.400.00' 201 3331.3313 8" Sewer Service, Reconnection 333150 EA 2 $2 800.00 $5.600.00 Addcod-I CIT OF TORT WORTH M-1 C",k Sunni Dormk bdi.. OprmCul sr,WnARn Ct7NS'I'RUCTION SPECIWATION DOCUMENTS P.JKNu. 10,527 K"1kd9/19R025 0041 {M Hid Poop ul lYbokbun4-jV03n6" W 4143 ntn PROPOSAL Page 4 ur I I UNIT PRICE BID SECTION 00 42 43 PROPOSAL FORM This form Is provided for reference only. Please enter bld prices In the Bonfire bidtable. Bidder's Application Project ID= Information Bidder`s Proposal Bidlist Item No. Description Specification section No. Unit of Mrasare Bid Quantity Unit Unit Price bid Valve 3331.5301 8" PVC Sewer Pipe, 0'to 6' I'VINsc Only) 33 31 20 LF tfl0 $105.00 $10 500,00 203 3331.5304 8" PVC Sewer Pie V to 8' Misc Only) 33 31 20 LF too $130.00 $13.000.00 204 3331.5307 8" PVC Sewer Pipe, 8' to 10' (Misc Only) 3331 20 LF too $155.00 $15 500.00 205 3331.5501 12" PVC Sewer Pipe, 0'to 6" (Misc Only) 33 3120 LF 100 $126.00 $12.600.00 206 3331.5504 12" PVC Sewer Pie 6'to 8`(ivlisc Only) 3331 20 LF too $154.00 15 400.00 207 333 L5507 12" PVC Sewer Pi a 8'to 10' (Misc Only) 33 31 20 LF too $180.001 $18,000.00 208 3331,5331 8" DIP Sewer Pipe, 0'to 6' Mise Only) 33 11 Io LF 1 100 $173.001 $17,300.00 209 3331.5334 8" DIP Sewer Pipe. 6' to 8' (Misc Only) � 33 11 10 LF 100 $200.00 $20,000.00 210 3331.5337 8" DIP Sewer Pipe. 8' to 10' (Misc Only) 33 11 10 LF too $225.00 $22,500.00 211 333 L5531 12" DIP Sewer, 0' to 6'(Misc Only) 33 If 10 LF 101) $213.00 $21,300.00 212 33315534 12" DIP Sewer, Win 8' (Misc Only) 33 11 10 LF too $240.00 $24,000.00 213 333 L5537 12" DIP Sewer, Win 10' (Misc Only) 33 11 10 LF 100 26800 $26,800,00 214 3339.1001 4' Manhole 3339 10, 333920 EA 2 $10,000.00 $20MD.00 215 3319.1101 5'tvfanhole 33 39 10, 33 39 20 EA 2 $13,200.00 $26,400.00 216 3339.1201 6' Manhole 33 39 10, 33 39 20 FA 2 $15,500.00 $31,000.00 217 3339.1003 4' Exha Depth Manhole 33 39 10, 333920 VF to $425.00 $4250.00 218 3339.1103 5' Extra Depth Manhole 33 39 10 33 39 20 VF 10 $55D.00 $5 500.00 219 3339. L203 b' Extra Depth Manhole 33 39 10,VF 33 3920 10 $7flD.D0 $7 OOD.00 220 9999,0039 Exploratory Excavation of Ex. Utilities (0 - 5 Ft Depth) Non-Desian 99 99 99 EA 5 $2,000.00 $10 000.00 221 9999.0040 Exploratory Excavation of Ex. Utilities (5 10 Ft Depth) Non -Design_ _ 999999 EA 5 $2,300.00 $11 500.00 222 9999,0041 Exploratory Excavation ofEx. Utilities (10 - 20 Ft De l.10 Non -Design 999999 EA 5 $3,000.00 $15 000..00 223 9999.0042 Adjust Water Service 99 99 99 EA 10 sr,00.001 $6,000.00 224 9999.0043 Adjust SS Service 99 99 99 EA 5 $1.000.00 $5 000.00 225 9999.0044 t 5" RCP, Class III 99 99 99 LF 500 $179.00 $89 500.00 226 3341.0103 18" RCP, Class III 33 41 10 LF 1000 $184.00 $184,000.00 227 3341.0201 21" RCP, Class III 33 41 10 LF 1000 $200.00 $200.000.00 228 3341.0205 24" RCP, Class 111 3341 10 LF 1500 $219.00 $328 500.00 229 3341.0206 24" RCP, Class IV 3341 10 LF 200 $229.00 $45,800-00 230 3341.0208 27" RCP Class 111 3341 10 LF 500 $238.00 $119 000A0 231 3341.0209 27" RCP Class LV 33 4 t 10 LF 200 $248.00 $49 600.00 232 314I.0302 30" RCP, Class Bl 33 41. 10 LF 750, $248.00 $186 000.00 233 3341.0303 30" RCP, Class IV 3341 10 LF 200 $257.00 51 400.00 234 3341.9309 36" RCP, Class IB 3341 10 LF 500 $300.00 $150,000.00 235 3341,031036" RCP, Class IV 3341 10 LF 200 $316.00, $63 200.00 236 3341.0402 42" RCP Class IB 3341 10 LF 300 $347.00 $104,100.00 237 3341,0403 42" RCP, Class IV 3341 10 LF 200 $368.00 $73,600.00 238 3341.0409 48" RCP, Class ILI 3341 10 LF 300 $444.00. $133 200.00 239 3341A41048" RCP, Class. IV 3341 10 LF 200 $406.W $99,000.00 240 3341.0502 54" RCP, Class Lll 3341 l0 LF 300 $477.00 $143.100.00 241 334L0503 54" RCP Class IV 3341 10 LF 200 $582.00 $116.400.00 242 3341.0602 60" RCP, Class 11I 3341 l0 LF 200 $535.00 $107,000.00 243 3341.0603 60" RCP Class IV 3341 10 LF 200 $646.00 129 200.00 244 334L0701 72" RCP, Class BL 3341 10 LF too $705.00 $70,500.00 245 3341A704 TV RCP, Class 111 3341 10 LF 100 $797.00 $79 700.00 246 3341.0801 84" RCP Class III 3341 10 LF 100 $880.00 $88,000.00 247 3341.1001 3x2 Box Culvert 3341 10 LF 200 $421.00 $84 200.00 248 3341.1002 3x3 Box Culvert 3341 10 LF 200 $465.00 $93 000.00 249 3341.1101 4x2 Box Culvert 3341 10 LF 200 $463.00 $92.600.00. 250 3341.1102 40 Box Culvert 3341 10 LF 200 $503.00 $100 600.00 251 3341.1103 4x4 Box Culvert 3341 10 LF 200 $542.fl0 $108 400.00 252 3341.1201 50 Box Culvert 33 4L 10 LF 200 $572..00 $114 400.00 253 3341.1202 5x4 Box Culvert 33 4[ 10 LF 200 $Ei19.00 $123,800.00 254 3341.1203 5x5 Box Culvert 33 41 10 LF 200 $665.00 $ 133.000.00 255 3341.1301 6x2 Box Culvert 3341 10 LF 200 $578.001 $115.600.00 256 3341.1302 6x3 Box Culvert 3341 10 LF 200 $653,00 $130.600.00 257 3341.1303 6x4 Box Culvert 3341 10 LF 200 $706.00 $141,200.00 258 3341.1304 60 Box Culvert 3341 10 LF 200 $782.00 $156,400.00 259 3341.1305 6x6 Box Culven 3341 10 LF 200 $792.00 $158,400.00 260 3341.1401 7x3 Box Culvert 3341 10 LF 150 $770.00 $115,500.00 261 3341.1402 7x4 Box CulveR 3341 10 LF 150 $830.00 $124,500M 262 3341.1403 7x5 Box Culvert 33 41 l0 _ LF 150 $890.00 $133 500.00 263 3341.I404 7x6 Box Culvert 33 41 1010 LF 150 $921 AD $138 150.00 264 3341.1405 7x7 Box Culvert 334 1 LF L50 $978.00 $146,700,00 265 3341.1501 8x4 Box Culvert _ _33 4l 10 1 LF 1 150 1 $909.001 $136 356.00 Add,u I CHY GF PORT NdRTil 202 5 Citywide Sj_ Din Ruhnhdiuuw Qr--C l STANDARn CONSTRUCTION SPECIVICMION DOCUMENTS Pmj 1 N. 1052I anval9�ISi_'U'S U114I tk1 nid R,IIk,.� %V�k-wO0DY 00 4` 43 "ID PROPOS.Q. Pagel"r 11 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID ?hisform is provided forreference only. Please enter bid prices In the Bonfire bldtable. Bidder's Application Pmjat ft- tnfommtion Bidder's Proposal Bidlist Item No. DescrIptim .Specification Secdm No. Unit of Measure Bid Quantity Unit PH- Bid Value 266 3341.1502 8x5 Box Culvert 3341 10 LF 150 $960.00 $144000.00 267 3341A503 W Box Culvert _ _ 3341 10 LF 150 $987.00 $148050.00 268 -1341.1504 8x7 Box Culvert 3341 10 LF 150 $1 031.00 $154650.00 269 3341.1505 8x8 Box Culvert 3341 10 LF 150 $1 095.00 164 250.00 270 3341.1601 9x4 Box Culvert _ 1341 10 LF 100 s1 009.00 $100 900.00 271 334IA602 9x5 Box Culvert 3341 10 LF 100 $1 095.00 $109500.00 272 3341,1603 90 Box Culvert 33 41 10 LF IOo $1 110.00 $111 000.00 273 3341.1604 9x7 Box Culvert 3341 10 LF Lou $1.177.00 $117 700.00 274 334 1. 1605 9x8 Box Culvert 3341 10 LF too $1 239.00 $123 900.00 275 3341.1606 90 Box Culvert 3341 10 LF 100 $1 308.00 $130,800.00 276 3341.2001 10x4 Box Culvert 3341 10 LF 100 $1 110.00 $111 000.00 277 3341.2002 I0x5 Box Culvert 3341 10 LF 100 $1,239.00 $123 900.00 278 3341,2003 [Dx6 Box Culvert 3341 10 LF 100 $1 261.00 $126,100.00 279 33412004 IOx7 Box Culvert 3341 10 LF 100 $1 332.00 $133.200.00 280 3341.2005 IOx8 Box Culvert 3341 10 LF 100 $1 406.00 $140 600.00 281 3341.2006 IOx9 Box Culvert 3341 ID LF 100 $1,479.00 $147.900,00 282 3341.2007 IOxIO Box Culvert 3341 10 LF [DO $1,545.00 $154500.00 283 3341.2191 I Ix4 Box Culvert 33 41 10 LF too $1.261.00 $126100.00 284 334[.2102 11 x5 Box Culvert 334110 LF 100 $1,373.00 $137,300.00 285 3341.2103 1Ix6 Box Culvert 33 4[ 10 LF too $1,385M $138 500.00 296 _ 3341 2104 1 1x7 Box Culvert 33 4I 10 LF 100 $1 439,00 $143 900.00 287 33412I05 I lx8 Box Culvert 33 4I 10 LF 100 $1.514.00 $151,490.00 288 _ 3341 2106 1 Ix9 Box Culvert 3341 10 LF 100 $1 587.00 $158 700.00 299 3341 2107 1 Ix 10 Box Culvert 3341 10 LF too $1 662.00 $166 200.00 290 3341.2108 1IxI I Box Culvert 3341 TO LF too $1,737.00 $173 700.00 291 3341 2201 12x4 Box Culvert 3341 10 LF 100 $1 415.00 $141 500.00 292 3341.2202 12x5 Box Culvert 3341 10 LF 100 $1 497.00 $149,700.00 293 3341.2203 12x6 Box Culvert 3341 t0 LF too $1,526.00 $152,600.00 294 3341.2204 120 Box Culvert 3341 [0 LF 100 $1.610.00 $161 000.00 295 3341.2205 12x8 Box Culvert 3341 10 LF too $1 690.00 $169,000.00 296 334 L2206 12x9 Box Culvert 3341 10 LF too $1,771.00 $177.100.00 297 3341,2207 12x10 Box Culvert 3341 10 LF LOD $1 850.00 $185 000.00 293 3341 2208 12x1 I Box Culvert 3341 l0 LF 100 $1 932.00 $193,200.00 299 3341.2209 12x12 Box Culvert 3341 10 LF 100 $2.009.00 $20.900.00 100 9999,0045 Cut in RCP Extra Depth 8'- to' 99 99 99 EA 10 $8 400.00 $84,000.00 301 9999.0046 Cut in RCP Extra Depth to'- 15' 99 99 99 EA 10 $9 6DO.00 $96,000.00 302 9999.0047 Cut in RCP Extra Depth 15' or Greater 499999 EA (0 $16,800.00 $168 000.00 303 9999.0048 Extra trench Depth for45-Inch pipe or less (per trench 8 Ft - 10 Ft) 99 99 99 LF too $100.00 $10,OOD.00 304 9999.0049 Extra bench Dcpth for 45-Inch pipe or less 1 r french 10 F1- I2 Ft} 99 99 99 LF 100 $120.00. $12 000.00 305 9999.0050 Fxua. trench Depth for 45-Inch pipe or less fn er trench 12 F1- 15 Ft) 999999 LF 100 140.00 $14,000-00 306 9999.0051 Extra trench Depth for 484nch pipe or treater er trench 8 Ft - 10 Ft) 99 99 99 LF 100 $110.001 $11 000.00 307 9999,0052 Extra trench Depth for 484nch pipe or eater ( r trench 10 Ft - 12 Ft) 999999 LF I00 $135-00 $13.50100 3D$ 9999.0053 Extra trench Depth for 48-Inch pipe or eater(per trench 12 Ft - 15 Ft 999999 LF l00 $150.00 $15,000.00 309 9999,0054 Extra trench Depth for box culvert (per trench 8 Ft - 10 Ft) 99 99 99 LF 100 $200.00 $20 000.00 310 9999.0055 Extra trench Depth for box culvert (per trench 10 Ft- 12 Ftl 99 99 99 LF too $250.00 $25,000.00 111 9999.0056 Extra trench Depth for box culvert (per trench 12 Ft - 15 F[) 99 99 99 LF 100 $300.001 $30 000.00 312 9999.0057 Connect to Existing Pipe 18" to 27") 99 99 99 EA 2 $3,000,W $6,000.00 313 9999.0058 Connect to Existing Pipe (30" to 48'� 99 99 99 EA 2 $3 800.00 $7 600.00 314 9999.0059 Connect to Ex isting Pie 54" or Larger) 99 99 99 EA 2 $6 200.00 $12 400.00 315 9999.0060 Connect to Existing Box Culvert (5' x 5" or Less 99 99 99 EA $4 500.00 $9 000.04 316 9999.0061 Connect to Existing Box Culvert (Greater than 5' x 5') 99 99 99 EA 2 $9 100.00 18 200.00 317 3341.0101 15" HDPE Pi (Non -Standard) 3341 11 LF 500 $147.00 $73.500.00 318 3341.0102 18" HDPE Pie Non-Staudard) 33 41 11 LF 1000 1 $158,00 $158 000.00 3 t9 3341,0204 24" HDPE Pie 3341 11 LF 1500 $182.00 $273.000.00 320 3341.0301 30" HDPE Pie 3341 11 LF 750 $220,00 $165 000.00 321 3341 MOO 36" HDPE Pie 33 41 1I LF 500 $265.00 $132,5CO.00 322 9999.0062 15" FP Pie 99 99 99 LF 500 $169-00 $84,500.00 323 9999.0063 18" PP Pipe 99 99 99 LF 1000 $183.00 $183,000.00 324 3341.3501 24" PP Pie 1341 13 LF 1500 $207.00 $310.500.00 325 3341.3502 30" PP Pie 3341 13 LF 750 $253.00 189 750.00 326 3341.3503 36" PP Pie 33 41 13 LF 500 $305.00 $152,500.0, 327 3341.3504 42" PP Pie 33 41 13 LF 500 $346.00 $173 000.00 Addee`,µ." I CnN OF FORT IVORTII 2112i(') do Sjw D,i, J4 bditelem Or --Cut STANDARD CONSTRUCTION SPECIFICATION DOCI A IENt'S h6.1N 102327 Rev I911912023 W 41 00 ukI Pmpassi Nall t v&-%YGOD} 0a 4143 en] PRrlrn5elL Pogo6"r I SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID 7hisform Isprovided for reference only. Bidder's Application Please enter bid prices In the aonfire hidtaVe. Project' [I-Infarustina Bidder's Propasal Bidlist Item DescriptionSection Specification Unit of Bid Unit Price Bid Valuc No. No. kleasare Qoannity 328 3341.3505 48' PP Pie 33 41 13 LF 500 $419.00 $209,500.00 329 3341.3506 60" PP Pie 3341 13 LF Soo $531.00 $265 500.00 330 9999.0064 18" RCP, Class III (Point Repair < 10 LF Including Collars & Connections) 99 99 99 EA 10 $11 300.00 $113 000.00 9999.0065 2I" RCP, Class III (Point Repair < 10 LF 331 Including Collars & Connections) 99 99 99 EA t0 $11 300.00 $113 000.00 332 9999,0066 24" RCP, Class III (Point Repair < to LF _ Including Collars & Connections) 99 99 99 EA l0 $11 600.00 $116,000.00 9999.0067 24" RCP, Class IV (Point Repair < 10 LF 333 Including Collars & Connections) 99 99 99 EA 10 11 700.00 $117 000.00 9999.0068 27" RCP, Class III (Point Repair < 10 LF 334 Including Collars & Connections) 999999 EA 10 $11,700,00 $117,000,00 9999.0069 27" RCP, Class IV (Point Repair < 10 LF 335 Including Collars & Connections) 99 99 99 EA 10 $11,900.00 $119,000A0 9999,0070 30" RCP, Class III (Point Repair < 10 LF 336 Including Collars & Connections) 99 99 99 EA l0 $12,000.00 $120.009.00 337 9999,0071 30" RCP, Class IV (Point Repair < 10 LF Including Collars & Connections) 99 99 99 EA 10 $12,100.00 $121,000.00 9999,0072 36" RCP, Class III (Paint Repair < 10 LF 338 Including Collars. & Connectionsl 99 99 99 EA 10 $14,600.00 $1413000.00 9999.0073 36" RCP, Class IV (Point Repair < 10 LF 339 Including Collars & Connections) 99 99 99 EA 10 $14.800.001 $148,000.00 9999.0074 42" RCP, Class [It (Point Repair < 10 LF 340 Including Collars & Connections) 99 99 99 EA 10 $15 400.00 5154,000.00 341 9999.0075 42" RCP, Class IV (Point Repair < 10 LF 999999 EA 10 Including, Collars & Connections) $15,700.00 $157000.00 342 9999.0076 48" RCP, Class Ill (Point Repair < 10 LF 99 99 99 EA l0 Including Collars & Connectionsl $15,800.00 $158,000.00 9999.0077 48" RCP, Class IV (Point Repair < 10 LF 343 Including Collars&Connections) 99 99 99 EA ]'0 $16.500.00 $165000.00 9999.0078 54" RCP, Class III (Point Repair < 10 LF 344 Includin Collars & Connections 999999 EA Ill $16,400.00 $164,000.00 345 9999.0079 54" RCP, Class IV (Point Repair < 10 LF 99 99 99 EA t0 Including Collars & Connections) $17 500M $175 000.00 9999.0080 60" RCP, Class ID (Point Repair< 10 LF 346 Including; Callers & Connections) 999999 EA l0 $17 100,00 $171 000.00 347 9999.0081 60" RCP, Class IV (Point Repair< 10 LF Including, Callan &Connections} 99 99 99 EA 10 $18 200.00 182 000.00 9999.0082 72"RCP, Class III ( Point Repair< 10 LF 349 Including Collars & Connections) 999999 EA l0 $19 200.00 $192 000.00 9999.0083 78" RCP, Class III (Paint Repair < 10 LF 349 Including Collars & Connections) 99 99 99 EA 10 20,200A0 $202,000.00 9999'0084 84 RCP, Class III (Point Repair < 10 LF 350 ]ncludin Collars & Connections) 99 99 99 EA 10 $21.700.00 $217 000.00 351 3349.000t 4' Storm Junction Box 334910 EA 20 $11.000.00 $220.000.00 352 3349.0002 5' Storm Junction Box 3349 l0 EA 10 $13 000.00 $130 000.00 353 3349.0003 6' Stonn Junction Sox 3149 10 EA 2 $17.000.00 $34,000.00 354 3349.0105 5-Sided Manhole 3349 10 EA 2 $16.000.00 $32 000.00 355 3349.5001 10' Curb Inlet 33 49 20 EA 20 $10,500,00 $;MA0oA0 356 3349.5002 15' Curb Intel 33 49 20 EA 5 $15 000.00 $75 000.00 357 3149.5003 20' Curb Inlet 33 49 20 EA 5 $19 100.00 $95 500.00 358 3349.6001 ] 0' Recessed lulet 33 49 20 EA 10 $11 000.00 $110,000.00 359 3349.6002 15' Recessed Inlet 33 49 20 EA 2 $16 000.00 $32 000..00 360 3349A003 20' Recessed Intel 33 49 20 EA 2 $19 350.00 $38.700,00 361 3349.7001 4'Drop Lnlel 33 49 20 EA 5 $18 000.00. $00 000.00 362 3349,7002 5' Dmp Inlet 33 49 20 EA 5 $19 000.00 $95,000,00 363 3349,7003 6'Drop Inlet 33 49 20 EA 5 $20 000.00 $100 000.00 364 3349.800 L 10'Type 2 Inlet 33 49 20 EA 10 $21000.00 $210,000.00 365 3349,8002 IT Type 2 Lnlel 334920 EA 2 $29,000.00 $58 000,00 366 3349.8003 20' Type 2 Inlet 33 49 20 EA 2 $40.000.001 $80,000.00 367 3349,9001 2' Grate Inlet 33 49 20 EA 2 $9 000.00 $18,000.00 368 3349.4101 12" SET, I pipe 33 49 40 EA 2 $2 525.00 $5.050.00 369 3349,4102 15" SET, t pie 334940 EA 2 $2,465.00 $4,930.00 370 3349.4103 18" SET I pipe 33 49 40 EA 2 $2,765.00 $5 530.00 37 L 3349.4104 21" SET, 1 pipe 33 49 40 EA 2 $3.100.00 $6„200.00 372 3349.4105 24" SET. I pipe 33 49 40 EA 2 $3 125.00 $6.250.00 373 3349,4106 27" SET, I pipe 33 49 40 EA 2 $4,200.00 $8,400.00 374 3349.4107 30" SET, I pipe 33 49 40 EA 2 $4 450.00 $8 900.00 375 3349,4103 33" SET, I pie 33 49 40 EA 2 $5,725.00 $11,450.00 376 3349AM 36" SET, I pipe 3349 40 _ EA 2 $5,725.00 $11,450.00 377 9999.0085 Cut in 4' Junction Box 99 99 99 EA 2 23 700.00 j47,400.00 378 9999.0086 Cut in 4' Junction Box wl Extra Depth 99 99 99 VF 10 $ 1 360.00 $13,600.00 AJde"du� t CITY OF MRT WORTH 2n��Citradr St-nmw R0,06IMi-0-V t ST.VJnA CUN5TRWEUN SPECIFICATION MCIATENTS IYujstl Nu 102.527 RMj 9119r117� as 41 as Rd Pmnusal W,i,kJR k-FVOOITf no 42 qu um PROPOSAL Pees, of I I UNIT PRICE BID SECTION 00 42 43 PROPOSALFORM This form is provided for reference only. Bidder's Application Please enter bid prices In the Bonfire Writable. Project Item Inforn¢bon Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Hid Value Nn Section No, Measure Quantity 379 9999.0087 4' Stonn Junction Box (in conflict w/ Sanitary Sewer) 99 99 99 EA 2 $19.600.Ro $39,200.00 9999,0099 4' Storm Junction Box w1 Extra Depth (in 380 conflict wlSanitary Sewer) 99 99 99 VF t0 $1,360.00 $13600.00 381 9999.0089 Cut in 5' Junction Box 99 99 99 EA 2 $24.400.00 $48,800.D0 392 9999,0090 Cut in 5' Junction Box w! Extra Depth 99 99 99 VF 10 $1 460.00 $14,600.D0 383 9999.0091 Cut in 6' Junction Box 99 99 99 EA 2 $35,300,00 $70.600.00 384 9999,0092 Cut in 6' Junction Box wl Extra Depth 99 99 99 VF in $1.730.00 $17 300.00 385 9999.0093 Additional Depth over 6 FT of Nan-Std. �6 FT Dta. Manhole 999999 VF 20 $1 250.00 $25.000,00 9999.0094 Additional Depth over 6 FT oFStd. 10 FT 386 Curb Inlet Online) 99 99 99 VF 20 $1,000.00 $2D,000.00 387 9999.0095 Additional Depth over 6 FT of Std. 15 FT �� 99 99 20 Carlo Inlet (Inlinc) $1 400.00 $281000.00 9999.0096 Additioual Depth over 6 FT of Std. 20 FT 383 Cuata Inlet (Inliuo) 99 49 49 VF 20 $1 600.00 $32,000.00 389 9999.0097 Additional Depth over6 Ff ofStd. 10 FT Recessed Inlet (Inlinc) 99 99 99 VF 20 $1000.00 $20,000.00 390 9999:0098 Additional Depth over 6 FT of Std. 15 FT Recessed inlet (Inline) 99 99 99 VF 20 $1. 400.00 $28.000.00 391 9999.0099 Additional Depth over 6 FT of Sid. 20 FT Recessed Inlet (fnline) 99 99 99 VF 20 $ 9 600.00 $32.000.00 9999.0100 Additional Depth over-6 FT of Std. 4 FT 392 Drop(4-Way) Inlet 999999 VF 20 $950.00 $19 000.00 393 9999.0101 Additional Depth. over 6 F F of Std. 10 FT Type2Inlet 999999 VF 20 $1,25Q.00i $25,000.00 394 9999.0102 Additional Depth over 6 FT of Std. 15 FT Tvpc 2 Inlet 999999 VF 20 $1 600.00 $32,OGQ.00 395 9999.0103 Additional Depth over 6 FT of Sid. 20 FT Type 2 Inlet 99 99 99 VF 20 $1,900.00 $38,000.00 396 9999.0104 Additional Depth over 6 FT of Std. 4 FT Din, Manhole 99 99 99 VF 20 $425.00 $8 500.00 9999.0105 Additional Depth over 6 FF of5td. 5 Ff Din. 397 Manhole 99 99 99 VF 20 $550.00 $11.000.00 398 9999.0106 Additional Depth over FT ofStd, 6 FT Dia., Manhole 99 99 99 VF 20 3700.00 $14,000.00 9999,0107 Connect to Existing htletlJunction Box - All 399 Sizes 99 99 99 EA 6 $4 800,00 $28 800..00 400 9999A108Tree Protection 999999 EA 10 $500.00 $5.000,00 9999.0109 Allowance for Sprinkler Repair Beyond Pipe 401 Crossing (Otherwise Considered Subsidiary to laying. 99 99 99 LS I $5,000.OD $5,ODO.00 pipe) Use Percentage as Needed - Inspector verified UNIT i - Storm Drain Improvements Bid Total: $24,107,235.00 Addendum I =Op roRT WORT11 2n25 Ca de S6mn pram R'b&ilimuun Opeu.CW STANDARD CONS 1Rt1CTION SPECIFICATIONn IMI M'S Pmj YNo. 102527 "42" WD PIIOPOSd Page a or I I SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID TI,I6�rmisprov,dedfarrelereareonly. Bidder's Application Please enter bid prices In the Bonfire bidtable. Project It'" Intornu"on Btdde's Propas e Bitai5111 No DrSmpFlUR Specification SeeHon No. Unit of mea- Bid Qaaahhf Unit Prlce Did Value UNIT 2 - Water Improvements 1 0170.0102 Work Order Mobilization 017000 EA 3 $16,000.00 $48,000.00 2 0170.0103 Work Order Emergency Mobilization 01 7000 EA 1 $16,000.00 $16,000.00 3 33 11 .0061 4" PVC Water Pipe 33 1 112 LF 20 $147.00 $2,940.00 4 3311.0161 6"PVCWater Pipe 33 11 12 LF 40 $160.00 $6,400AG 5 3311.0261 81" PVC Water Pipe 33 11 12 LF 100 $160.00 $16,000.00 6 3311.0361 10" PVC Water Pie 33 11 12 LF 20 $187.00 $3,740.00 7 3311.0461 E" PVC Water Pipe 33 11 12 LF 60 $210.00 $12,600.00 8 3311.0561 16" PVC C900 Water Pipe 33 11 12 LF 40 $31G.00 $12,400.00 9 3311.0661 24" PVC C900 Water Pie 33 11 12 LF 20 $57G.00 $11,400.00 10 3311.0051 4" DIP Water 33 11 10 LF 20 $196.00 $3,920.00 11 3311.0151 6" DIP Water 33 11 10 LF 20 $180.00 $3,600.00 12 _ _ 3311.0251 8" DIP Water 33 11 10 LF 40 $180.00 $7,200.00 13 3311.0351 10" DIP Water 33 11 10 LF 20 3204.00 $4,080.00 14 3311.0451 12" DCP Water 33 11 l0 LF 40 $227.00 $9,080.06 15 3311.0551 16" DIP Water 33 11 10 LF 20 $320.00 $6,400.00 16 3312.3001 4" Gate Valve 33 1220 EA 1 $2,100.00 $2,100.00 17 3312.3002 6" Gate Valve 33 1220 EA 3 $2,500.00 $7,500.00 18 3312.3003 8" Gate Valve 33 12 20 EA 5 $3,400.00 $17,000.00 19 3312.3004 10" Gate Valve 33 1220 EA 1 $4.200.001 $4,200.00 20 3312.3005 12" Gate Valve 33 1220 EA 3 5,200.00 $15,600.00 21 3312.3006 16" Gate Valve wl Vault 33 1220 EA 1 42,000.0E $42,000.00 22 33123101 4" Cut -in Gate Valve 331220 EA 1 10,700.00 $10,700.00 23 33123102 6" Cut -in Gate Valve 331220 EA 2 11,300.00 $22,600.00 24 3.312.3103 8" Cut -in Gate Valve 33 1220 EA. 3 12,500.00 $37,500.00 25 3312.3104 10" Cut -in Gate Valve 33 12 20 EA 1 14,300,00 $14,300.00 26 3312.43105 12" Cut -in Gate Valve 33 1220 EA 2 15,600.00 $31.200.00 27 3312,3106 16" Cut -in Gate Valve w/ Vault 33 1220 FA 1 47,000.00. $47.600.00 28 0241.1301 Remove 4" Water Valve 0241 14 EA 1 300.0E $300,00 29 024Ll302 Remove 6" Water Valve 0241 14 EA 2 300.00 $600.00. 30 0241.1303 Remove 8" Water Valve 0241 14 EA 5 300.00 $1,500.00' 31 0241.1304 Remove 10" Water Valve 0241 14 EA 1 3G0.00 $300.00 32 0241.1305 Remove II" Water Valve 0241 14 EA 3 300.0E $900.00 33 0241.1351 Salvage 16" Water Valve 0241 14 EA 1 1,000.00 $1.000.00 34 3305.0001 4" Waterline Lowering 3305 12 EA 1 15,500.00 $15,500.00 35 3305.0002 6" Waterline Lowering 3305 12 EA 2 15.650.00 $31.300.00 36 3305.0001 8" Waterline Loweripa 3305 1.2 EA 5 16,850.00 $84,250.00 37 3305.0004 10" Waterline Lowering330512 EA 1 18.400.00 $18,460.00 38 3305.0005 12" Waterline Lowering 3305 12 EA 3 19,500.00 $58,500.00 39 3311.0001 Ductile Iron WaterFittin.gs w/ Restraint 33 H I1 TN 2 18,000.00 $36,000.00 40 3312.0001 Fire Hvdrant 33 1240 EA 2 6.500.00 $13,000.00 41 3305.0101 Fire Hydrant Stem Extension 3305 14 VF 5 _ quo.001 $4,500.00 42 G24t.1510 Salvage Fire Hydrant 024114 EA 2 500.00 $1,000.00 43 3312.1002 2" Combination Air Valve Assembly for Water 33 1230 EA I 22 500.00 $22 500.00 44 3312.1003 3" Combination Air Valve Assembly for Water 33 1230 EA I 32500.00 $32,500.00 45 3312.6001 4" Blow OffValve 33 12 60 EA I 25,500.00 $25,500.00 46 3312.4002 6" x 6" Tapping Sleeve & Valve 33 12 25 EA _ I 11,500.00 $11,500.00 47 3312,4004 8" x 6" Tanning Sleeve & Valve 33 1225 EA 1 11,55o.G0 $11,550.60 48 3312.4005 8" x 8" Tapping Sleeve & Valve 33 1225 EA I 12.550.00 $12,5%00 49 3312.4102 10" x 6" Taprimp Sleeve & Valve 33 1225 EA 1 11,700,00 $11,700.00 50 3312AI03 10"' x 8" Tat)oiuv Sleeve & Valve 33 1225 EA 1 12,800.00 $12,800.00 51 3312.4 [04 10" x 10" Tapping Sleeve & Valve 33 1225 EA I 15,300A0 $15,300.00 52 3312.4106 12" x 6" Tappinp Sleeve & Valve 33 1225 EA I 11,950.00 $11,950.G0 53 33 12.4107 12" x 8" Tapping Sleeve & Valve 33 1225 EA I $13,150.00 $13,150.00 54 3312,4108 12" x 10" Tapping Sleeve & Valve 33 1225 EA 1 $15,650.00 $15,650.00 55 3312.4109 12"x 12" Tapping Sleeve& Valve 33 1225 EA 1 $17,150,00 $17,1%00 56 3312.4111 16" x 6" Tapping Sleeve & Valve 33 1225 EA 1 $17,100,00 $17,100.00 57 3312.4112 16" x 8" Tapping Sleeve & Valve 33 1225 EA 1 $18,400.00 $18,400.00 58 1312.4113 0" x 10" Tapping Sleeve & Valve 33 1225 EA 1 $25.000.00 $25,000, 00 59 3312.4I 14 16" x 12" Tapping Sleeve & Valve 33 12 25 EA 1 $26.500.00 $26,500.0D 60 3312.2004 1" Pnvate Water Service 33 12 10 LF 20 $160.00 $3,200:00 61 3312.2002, 1" Hared Water Service 33 12 10 EA 1 $10.500.00 $10,500.00 62 33122104f112"Pnvate Water Service 3312W LF 10 $22G.00 $2,200.00 63 3312.2102 1 1/2" Bored Water Service 33 1210 EA 1 $11,300.00 $11.300.00 64 3312..2204 2" Private Water Service 33 12 10 LF 10 $280.00 $2.800.06 65 31122202.2"Bored .Water Service 331210 EA 1 $11,600.00 $11,600.00 66 3304.0102 2" Tem orary Water Services (Misc Only) 33 0430 LF 150 $7100 $10.500.00 67 1112..0002 WaterSaln ling Station 33 1250 EA 1 $8,000.00 $8,000.fl0 68 01-41,1218 4"-12"Water AbandonmentPln 024114 EA 2 $300.00 $60GA0 69 0241,1119 4"-12" Pressure Plug 0241 14 EA 2 $4,500.00 $9,000AG Adde"d,unl CRYOF FORT WORTH '0 25 Cil)_d, SI' m Uww MDat gUo,m Gt--Cm ST.ANDAM CONS'MMION SPECHICATION DOCUNIFN'I5 PZINa. W2527 Il.:'5od9d1,jPU25 tZ 41 W Hid Pmgrwl W.'o&Yu ,loom}, W 42 43 am P30 SAL P, 9"r I UNIT PRICE BID SECTION 00 42 43 PROPOSAL FORM This form is provided for reference only. Bidder's Application Please enter bid prices. In the Bonfire bidtable. Project It= Intomii lien Blddrls PmposaI Bidlist Item No Descriplion specification Section No. Unit of Meg- Bid Quanrity Unit Pare Bid Value 70 3305.0109 Trench Safety 33 05 10 LF 100 $5,001 $500.00 71 3305.0103 Exploratory Excavation of Existing Utilities 01- 511 33 0530 EA 3 $2,000.0_0 $6.000.00 72 3305.0103 Exploratory Excavation of Existing Utilities 5' - I0' 1 33 05 30 EA 3 $2,300.00 $6 900.00 73 3305A103 Expl©ratory Excavation of Existing Utilities 33 05 30 EA 3 74 3305.0116 Concrete Encasement for Utility Pipes 3305 10 CY 5 $620.00 $3,100.00' 75 3305.0203 Imported EmbedmendBaciffill. CLSM 33 05 10 Cy 10 $420.00 $4,200.00 76 13137.0101 Concrete Ri rap 31 3700 SY 5 $160.001 $800.00 77 3137.0102 Larize Stone Riprap, dry 31 37 00 SY 5 $205.00 $1,025.00 78 3137.0103 Large Stone Riorap,erouted 31 3700 SY 5 $240.00 $1,200.00 79 3292.0100 Block Sod Placement 3192 13 SY 5 $35.00 $175.00 80 3292.0200 Seeding, Broadcast 3292 13 SY 5 $10.00 $50.00 81 3292.0400 Seeding, Rvdrontulch 32 92 13 SY 5 $12.00 $60.00 82 3292.0500 Seeding. Soil Retention Blanket 3292 13 SY 5 $9.00 $45.00 83 3213.0301 4" Cone Sidewalk 32 1320 SF 10 $21.00 $210.00 84 3213.0351 4" Cone Sidewalk, Exposed A * e ate 32 1320 SF 5 $22A0 $110.00 85 3213.0401 6" Concrete Driveway 32 1320 SF 5 $23.00 $115.00 86 3213.0451 G' Concrete Driveway, Exposed Aggregate 32 13 20 SF 5 $24.00 $120.00 87 3216,0101 6" Cone Curb and Gutter 32 16 13 LF 100 $89.00 $8,990.00 88 3216.0301 7" Cone Valley Gutter, .Residential 32 0 13 SY 20 $190.00 $3,800.00 89 3216.0302 11"Conc Valley Gutter, Arteriat,'Industnal 32 16 13 _ SY 20 $205.00 $4,100.00 90 320/,0151 Asphalt Fvml Repair. Water Service 3201 17 LF 60 $14&00 $8,700.00 91 3201.0111 4' Wide Asphalt Pvmt Repair. Residential 3201 17 LF 60 $155.00 $9,300.00 92 320LO112 Y Wide Asphalt Pvmt Repair, Residential 3201 17 LF 60 $170.00 $10,200.00 93 3201.0111 6' Wide Asphalt Pvmt Repair. Residential 3201 17 LF 60 $181.00 $10,860.00 94 3201.0121 4' Wide Asphalt Pvmt Repair. Arterial 3201 17 LF 60 $175.00 $10,500,00 95 3201.0122 5' Wide Asphalt Pvint Repair, Arterial 3201 17 LF 60 $198.00 $11,880.00 96 3201.0123 6' Wide Asphalt Fvml Repair. Arterial 3201 17 LF 60 $212.00 $12,720A0 97 3201.0131 4' Wide Asphalt Pvrnt Repair. Industrial 3201 17 LF 60 $175.00 $10,500.00 98 3201.0132 5' Wide Asphalt Pvml Repair, Industrial 3201 17 LF 60 $198.00 $11,880.00 99 3201.0133 6' Wide Asphalt Pvmt Repair. Industrial 32 0[ 17 LF 60 $212.00 $12,720.00 too 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 32 Ot 17 SY 60 $178-00 1 $10.680.00 101 3201.0202 Asphalt Pvmt Repair Beyond Defined Width.Artcrial 32 OL 17 SY 60 _ 220.00 $13.200.00 102 320 L0203 Asphalt Pvmt Repair Beyond Defined 1 Width Industrial 3201 17 SY 60 $220.00 $13.200,00 103 320LO301 2" Extra Width Asphalt Pavment Repair 32 OF17 SY 20 $67.00 $1,340.00 104 3201.0302 3" Extra Width Asphalt halt Pavment Repair 3201 17 SY 20 $75.00 $1,500.00 105 320L.O303 4" Extra Width Asphalt Pav_ inent Repair 3201 17 SY 20 $103,00 $2,060.00 106 3201.0400 Temporary Asphalt Paving Repair 3201 18 LF 50 $72.00 $3,600.00 107 3211.0112 6" Flexible Base Type A GR-1 32 11 23 SY 15 $33.00 $495.00 108 321 1.0122 6" Flexible Base Type A. GR-2 32 1123 SY 15 $32.00 $480.00 109 3201.0614 Cone Pvmt Repair, Residential 32 01 29 SY 50 $223.00 $11„150.00 110 3201.0616 Cone Pvmt Repair, Artcrialllndustrial 3201 29 SY 50 $235.00 $11,750.00 111 3201.0654 Cone Pvml Repair, HES. Residential 3201 29 SY 50 $238.00 $11,900.00 112 3201.0656 Conc Pv nt Repair, RES, Arterialflndustrial 3201 29 S11 50 $245.00 $12,250.00 113 3214.0200 Brick Pvmt Repair 32 14 16 SY 50 $300.00 $15„000.00 114 3214.0590 Brick Pvmt Repair(City Su bed 32 1416 SY 50 $250.00 $13.000.00 UNIT 2 - Water Improvements S1,334,285.00 hatlej d-C l clzV 0r rUaT NSTRI 1 ]0'_5 Citywide Sn"m Drai" Rchahaaadna OyKry��d Sr:WD.VID CAFISTirl.f4'TinN SPri'IFICiTION DOCDh1ENTS. p"J� Noe, 1112527 RMW 9d91?P±5 00 4100 nat F11e m1. lVU I-k 4VDtiDY MI 4? di RID PROPOSAL I',.ge 10 UC l I UNIT PRICE BID SECTION 00 42 43 PROPOSALFORM Thisform is pravided for reference only. Bidder's Application Please enter bid prices in the0onflre bidtabte. Project Item Information Biddets Proposal Bidlmt Hem Dc�crrpdnn Specification I Unit nr Bid Unit Price Bid Value No Section Nm, hlea5Rre (,lrlBid ty UNIT.3 - Sewer Improvements 1 0170.0102 Work Order Mobilization 61 70 00 EA 3 16,000.00 $48,000.00 2 0170.0103 Work Order Emergency Mabilization 017000 EA 1 16,000.00 $16.00000 3 0241.2011 Remove 4" Sewer Line 0241 14 LF 20 35.00 $700.00 4 0241.2012 Remove 6"SewerLine 0241 14 LF 40 35.00 $1,400.00 5 0241.2013 Remove 8" Sewer Line 0243 14 LF 60 35.00 $210000 6 0241.2014 Remove 10" Sewer Line 0241 14 LF 20 35.00 $700.00 7 0241.2015 Remove d?" Sewer Line 0241 14 LF 40 35,00 $1.400.00 8 0241.2016 Remove 15" Sewer Line 0241 14 LF 1 20 75.00 $1,500.00 9 0241,2017 Remove 16" Sewer Line 0241 14 LF 40 75.00 $3.000.00 33 It 10, 10 3331.4101 4" Sewer Pipe (PVC) 3331 12., LF 20 1 1 I 0 190.00 $3 800.00 11 3331A105 4" DIP Sewer 33 Il ]0 1,F 20 260.00 $5,200.00 33 11 10, 12 3331.4108 6" Sewer Pipe 3331 12, LF 40 11 195.00 $7,800.00 13 3331.4112 6" DIP Sewer Pi p e 33 11 10 LF 20 250.00 $5,000.00 33 11 10, 14 3331.4115 8" Sewer Pipe 3331 12, LF 100 200.00 $20 000.00 l5 3331.4119 8" DIP Sewer Pie 33 11 10 LF 20 275,00 $5,500.00 33 11 10, 16 3331.4201 10" Sewer Pipe 33 31 12, LF 20 11 213.00 $4.260.00 17 3331,4205 10" DIP Sewer 33 11 10 LF _ 20 288-00 $5.760.00 33 11 10, 18 333 L4208 12" Sewer Pipe 3331 12, LF 40 1 230.00 $9 200.00 19 3331.4212 17" DIP Sewer 33 ll 10 LF 20 318.00 $6,360.n0 33 1l 10, 20 333 L42.15 15" Sewer Pipe 3331 12, LF 20 11 1?0 271.00 $5,420.00 21 3331.4222 16" DIP Sewer 33 11 10 _ LF 20 389.00 $7,780.011 22 3331,3101 4" Sewer Service 33 31 50 EA 5 5,000,00 $25,000.00 23 3331.3201 6" Sewer Service 3331 50 EA 1 5,500.00 $5,500.00 24 3331.3301 8" Sewer Service 3331 50 EA 1 7,000.00 $7,00000 25 0330.0001 Concrete Encase Sewer Pie 03 30 00 LF 20 620.00 $12,400.00 26 3301.0001 Pre -CCTV Inspection 33 0131 LF 150 15,00 $2,250.00 27 3301.0002 Past -CCTV Inspection 33 0131 LF 150 15.00 $2,250,00 28 3-105.0109 Trench Safety 33 05 10 LF I 106 5.00 $500.00 3305.0103 Exploratory Excavation al'Exishug Utilities 29 0' - 5') 33 05 30 EA 3 2,000.00 $6 000.00 3305,0103 Exploratory Excavation ofExisting Uti€ities 30 5'- In. 33 0530 EA 3 2,300.00 $6,900.00 31 3305,0103 Exploratory Excavation of Existing Utilities 101-20'1 33 05 30 EA 3 3,000.00 $9,000.00 32 3339.1001 4' Dia. Manhole ((Y-6' Depth) 3339 10, EA 3 33 39 20 10.000.00 $30,000.00 33 3339.1003 4' Extra Depth Manhole 3339 10, VF 5 33 39 20 425.00 $2,125.00 34 3339.1002 4' Dia. Drop Manhole (0'-6' Depth) 33 39 10, EA 1 33 39 20 16 000.00 $16,000.00 35 3339.1101 5' Dia. Manhole (0'-6' Depth) 33 39 10, 1 333920 13200.00 $13,200.00 36 3339.1103 5' Extra Depth Manhole 33 39 10, VF 5 33 39 20 550.00 $2750.00 37 3339.0007 Wastewater Access Chamber 33 3940 EA 1 $8,200.00 $8.200.00 38 3305,0112 Concrete Collar for Manhole 33 05 17 EA 5 $3,500.00 $17.500.00 39 3301.0101 Manhole Vacumn Testing 33 0130 EA 5 $200.00 $1.000.00 40 3305.0107 Manhole Adjustment, Minor (Grade Ring Adiastment 33 05 14 EA 3 3,50010 $10,500.00 Adde"da",I CITYOF FORT WORTH 1025. Cp_jdC S✓U1� Llmm.nehoMililafL,n (70.iK m s'r.ANDARn' CONSTRRCTIUN SPECIFICATION a MHFNTS Pmla-I Ivo.&a'�'-9 Re�isvJ a'19ous 1141 W Rul Pmpisal tl"u�k-l4'flpnl' W 42 43 am PROPOSAL Pave 11 "r 11 UNIT PRICE BID SECTION 00 42 43 PROPOSALFORM This form is provided for reference only. Bidder's Application Please enter bid prices In the Bonfire Writable. P ject llem in(onnation Biddefs Pmpnsal Bidlist Steen Nn. Description den section No.14-U11i[Pare tspeeffi Gnat of Bitl Quantity Bid Value 41 3305.0106 Manhole Adjustment, Major (Structural Modification) 3305 14 EA 3 7.000.00 $21.000.00 42 3305,01[4 Manhole Adjustrocnt, Major wl Cover 33 05 14 _ _ EA 3 $6,7fl0.00 $20,100.00 43 0241.5001 Abandon Manhole 024114 EA 1 $2,700.00 $2,700,00 44 0241.2202 Relnove5'SewerManhole 024114 EA 1 $1,000.00 $1,000.00 45 0241.2001 Sanil Line Gmutin 1 0241 14 CY 5 $2,000.00 $10,000.00 46 0241.2101 4" Sewer Abandonment Plug 0241 14 EA 2 $300.00 $600.00 47 0-741.1102 6" Sewer Abandonment Plug 0241 14 EA 2 $300,00 $13W00 48 02412103 8" Sewer Abandonment Plue 0241 14 EA 2 $300,00 $600.00 49 0241.2104 10" Sewer Abandonment Plug 0241 14 EA 2 $300.00 $600.00 50 024L2105 I2" Sewer Abandonment Plug 0241 14 EA 2 $300.00 $600.00 51 0241.2106 IS" Sewer Abandonment Plue 0241 L4 EA 2 $500.00 $1.000.00 52 0241.2107 16" Sewer Abandonment PlM 02 41 l4 EA 2 $500.00 $1,000.00 53 3331.3I01 4" Sewer Service 33 31 50 LF 20 $250.001 $5.000.00 54 1331.3102 4"2-WavCleanout 33 31 50 EA 3 $500.00 $1,500.00 55 3331.3201 6" Sewer Service 3331 50 LF 10 $255.00 $2,550.00 56 3331,3205 6" Private Sewer Service 3331 50 LF 10 $255.00 $2,560.00 57 3331,3202 6" 2-wary Cleanout 333150 EA I $1,100.00 $1.100.00 58 3331.3302 8" 2-wav Cleanout 3331 50 EA 1. $1.100.00 $1.100.00 59 3137.0101 Concrete Roprap 31 37 00 SY 5 $160.00 $800.00 60 3137.0102 Larpe Stone Ri rap, dry 313700 SY 15 $205.00 $3,075.00 61 3137.0103 Large Stone Rivray, granted 3 L 37 00 SY 15 $240.00 $3,a00.00 62 3305.0203 Im urted EmbecimcnUBackfill, CLSM 33 05 to CY 10 $420.00 $4,200.00 63 3305.0204 Imported Embedment.Backfill, Crushed 33 OS l0 CY 5 95.00 $475.00 64 3292,0100 Block Sod Placement 3292 13 SY 5 $35.00 $175.00 65 3292.0200 Seeding,, Broadcast 3292 13 SY 5 $10.00 $50.00 66 3292.0400 Seedinv. Hvdrornulch 3292 13 SY 5 $12.00 $60.00 67 3292.0500 S=dling. Soil Retention Blanket 3292 13 SY 5 $9.00 $45.00 68 3213.0301 4" Cone Sidewalk 32 1320 SF l00 $21.00 $2,100.00 69 3213.0351 4" Cone Sidewalk Exposed Aggregate 32 13 20 SF 30 $22.00 $660.00. 70 3213.0401 6" Concrete Driveway 32 1320 SF l00 $23.00 $2,300.00 71 3213.0451 6" Concrete Driveway, Exposed Antfreeate 32 1320 SF 30 $24.00 $720.00 72 3216.0101 6" Cone Club and Gutter _ 32 16 13 LF 20 $89A0 $1.780.00 73 3216.0302 11" Cone Valley Gutter,.. ArteriaPludustrial 32 16 13 SY 5 $205.00 $1,025.00 74 3201.0150 As halt Pvmt Repair, Sewer Service 32 01 17 LF 20 $155.00 $3.100.00 75 3201.011 L 4' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 10 $155.00 $1.550.00 76 3201.0112 5' Wide Asphalt Pvmt Repair. Residential 3201 17 LF 20 $170.00 $3,400.00 77 3201.0113 6' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 20 $181.00 $3,620.00 78 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 32 W 17 LF 10 $175.60 $1,750.00 79 3201.0122 5' Wide Asphalt Pvmt Repair Arterial 32 rvl 17 LF 20 $198.00 $3,960.00 80 3201.0123 6'Wide Asphalt Pvmt Repair. Arterial 3201 17 LF 20 $212,00 $4,240.00 81 3201.013/ 4' Wide Asphalt Pvmt Repair, Industrial 32 04 17 LF 10 $175.00 $1,750.00 82 3201.0132 T Wide Asphalt Pvmt Repair Industrial 3201 17 LF 20 $198.00 $3,960.00 83 3201.0133 6'WideAsphalt Pvmt Repair. Industrial 320117 LF 20 $212.00 $4,240.00 84 3201.020t Asphalt Pvmt Repair Beyond Defined Width. Residential 3201 17 SY 20 178.00 $3,50 00 85 3201.0202 Asphalt Pvmt Repair Beyond Defined 3201 17 SY 20 220.00 $4,400.00 86 3201.0203 Asphalt Pvmt Repair Beyond Defined th 32 0l I7 SY 20 220.00 44,400.00 87 3201.0400 Tempurary Asphalt Paving Repair 3201 18 LF 20 $72.00 $1,440,00 88 3211.0112 6" Flexible Base, Tv e A. GR-1 32 11 23 SY 5 $33.00 $165.00 89 3211.0122 6" Flexible Base, Type A.., GR-2 32 It 23 SY 5 $32.00 $160.00 90 3201.0614 Cone Pvmt Repair, Residential 32 01 29 SY 75 $223.00 $16.725,00 91 3201.0616 Cone Pvmt Repair. Arterial/Industrial 32 0129 SY 75 $235.00 $17,625-00 92 3214,0100 Brick Pvmt 32 14 l6 SY 10 $30o.o0 $3.000.00 93 3214.0400 Brick Pvmt (City Su lied) 32 1416 SY 10 $260.00 $2,600.00 94 3471A00I Traffic Contra[ 347113 1 MO 5 $5,500.00 $27,500.00 UNIT 3 - Sewer Improvements $546,765.00 UNIT 1, IPRT 2, & UNIT 3,. 525,988,285.00 END OF SECTION .wa noun I Crrr Or FORT WORTH 2u25 cilnvuta st- Dram rtth Hiwi, p Opce-C'o1 Sr wD:vm CONSI AUCTION SPFCIFICATION DOCUMENTS I'm}eu Na_ 1025117 He 1.11 9119,2025 N) 41 00 Rid %Vu1kM&-1VOOA%- BID BOND The American Institute of Architects, AIA Document No. A310 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS, that we Woody Contractors, Inc. as Principal hereinafter called the Principal, and Vigilant Insurance Company as Surety, hereinafter called the Surety, are held and firmly bound unto City of Fort Worth, TX as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Bid Amount (5%) Dollars ($ ---�------ ----- -- ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for 2025 Ci ide Storm Drain Rehabilitation O en -Cut City Project No. 102527 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 4th day of December WOODY CONTRACTORS, INC. 2025 Principal (Seal) By: l� t Name/Title VIGILANT INSURANCE, COMPANY Surety (Seal) By: Kyle W. Sweeney, Attorney -in -Fact Power of Attorney Federal Insurance Company I Vigilant Insurance Company I Pacific Indemnity Company Westchester .Fire Insurance Company I ACE Americau Insurance Company Know All by These Presents, that FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY. a New York corporation, PACIFIC INDEMNITY COMPANY, a Delatvai"e corpuration, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY corporations of the Commonwealth of Pennsylvania, do each hereby constitute and appoint: Charles D. Sweeney, David W. Sweeney, Elizabeth Gray, Kyle W. Sweeney, and Michael A. Sweeney of FortWorth, Texas ------------------------------------------- —--- ---_--------------- -------- ----------------------------- each as their true and lawful Attorney -in -Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or wherwise, bonds and underfaW)gs and other Writings obligatory in the nature thereof (otter than bail bonds) given or executed in the course of business, and any instruments amending or altering die same, and consents to the modification or alteration ofany instrument referred to in said bonds or obligations. In Witness whereof. said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE. AMERICAN INSURANCE COMPANY have each executed and attested these presents and affixed their corporate seals on this 2401 day of October , 2025. Rupem.HD-SwirldclL,.A=isr.ntZe-°=tarp H--4, t xTR � SEAL' . f STATE OF NEW JERSEY Countyoftlunterdtl Ss. -At, �q 4L, Sle3ahen %I Ilnticl . y Ic'.1'rc�'icicul U�M�e ,uarq max? On rhis 24°' day of October, 2025 before me. a Notary Public of New jersey, personally came Rupert HD Swindells and Stephen M. Haney, tome known to be Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COb1PANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY. WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY, the companies which execured the foregoing Power of Attorney, and the said Rupert HD Swindells and Stephen M. Haney, being by me duly sworn, severally and each for himsell'did depose and say that they are Assistant Secrel try and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE CG[MPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY and know the corporate seals thereof, dia( die seals affixed to the lbregoing Power of Attorney are such corporate seals and were thereto affixedby authority of said Companies; and that their signatures as such officers were duly affixed and subscribed by like authority. Notarial Seal (oa Y J LF NE �y Idt'3TARYI,tCOFtIi:NfJERSfYtits.SMTUMC(?A4tiimom ELT is, 2M6 CERTIFICATION Resolt lions adopted by the Boards of Directors of FEDERAL INSURANCE COiNIPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY on August 30, 2016, 1ESTCHESTER FIRE INSURANCE COMPANY on December 11, 2006; and ACE AMERICAN INSURANCE COMPANY on March 20, 2009: "RESOLVED, that die following authorizations relate to die execution, I'qr and on behalf of the Company, of bonds, undertakings, rectignizances, contracts and other written commitments of the Company entered into in the ordinary courseorbusiness (each a,written con,mimienc): (I) Each of the Chairman, the President. and the Vice Presidents of the Company is hereby authorized to execute any Written Commitment for andanbehalfoftheCompany, under the seal or the Companyoi otherwise. (2) Eachdulyappoimedatrorncy-in-factofthe Compa ny is hereby authorized to exectite any Writien Coninflunient forand On behOl oFthe Company. under the seal ofthe Company or otherwise, to the extent that sac] i action is authorized by the grant of powers provided for in such person's written appointment as such attorney-imfacL (3) Each of the Chairman. the President and the Vice Presidents of the Company Is hereby authorized, for and on behalfor the Company, to appoint in writing, any person the attorney- tn-fact of she C'nmpany with full power and authority to execute. for and on behalf o€the Company, tinder the seal of the Company or othem ise, such Written Cnmmitmentsofthe Company as naay he specified in .such vrritten appni ntment, which specification may be by general q pe or class of Written Commitments or by specification of one or more particular i,5'duen Comrnmuents. (4) Each of the Chairman. the President and the Vice Presidents of the Company is hereby authorized, for and on behalf of theCompany, to delegate in writing to any other officer of the Compam the aurhoniy to execute. Ior and on behalf or the Company, under the Company's seal or odienvIse, such wlinen Conindunents of the Company as are specified in such written delegation, which specification may be by general type or class of written Commitments or bwsperificamin ofone or more particular written Commtmients. (a) Thesignature orany officer or other person executing any Written Commitment or appointment or delegation pursuant to this Resolution, and the seal of the Company, may be affixed by facsimile on such Written Commitment or written appointment or delegation. FURTHER RESOLVED. that the rorc,,,aing Resolution shall not be deemed to be an exclusive statementorthepowersandauthorityofolficers,employeesandotherpersonsmacrforandonbehalfofthe Conipans,, aril such Resolution shall not limit or otherwise affect the exercise of any such power or authority otherwise validly granted or vested." I, Rupert HD Swindells, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY (the "Companies') do hereby certify that (i) the foregoing Resolutions adopted by the Board of'Directors ofthe Companies are true, correct and in lull force and effect, (11) tlhe foregoing Puwcr of Attorney is trite, correct and in full force and effect. GivenundermyhandandsealsafsaidCompanies atwhitehuuseStation, NJ,thls December 4, 2025. �i�/ 'lt._._/ �R- °1 l Raper-14:5 s+,Enells ts.istantse.t tar. INTHEPIS"ENT YOU WISHTOVERIFTHEAirritENTICITYOf� FRISBONDORNOTIPY(ISOFANYOTHERh1A'T ER: PLEASE: CONTACT US AT: Telephone (908) 903-3493 F.zx(908p9013G56 e-mail: sureD(41chubb.com Ccmbinad: FED-VIG-PI-WFIG-AAIC (rev_ 11-19) 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a. Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of are not required to underbid resident bidders. , our principal place of business, B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. 0 BIDDER: Woody Contractors, Inc. 650 Tower Dr Kennedale, TX 76060 817-483-4787 twoody2020 END OF SECTION Title: President Date: ! � f 3 `� / CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 9/19/2025 OC 41 00 Bid Proposal Workbook -WOODY 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised August 13, 2021 00 45 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised August 13, 2021 0045 11 - 3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to 2 perform the prequalified work types until the expiration date stated in the letter. 3 8 END OF SECTION CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised August 13, 2021 0045 12 PREQUA'LIFICATION 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 Water Distribution, Urban and Renewal, 24-inch diameter and Woody Contractors, Inc. 4/30/2026 smaller Sewer Collection System, Urban/Renewal, 16-inches and Woody Contractors, Inc. 4/30/2026 smaller Asphalt Paving - Construction/Reconstruction Texas Material Group, Inc. 4/30/2026 (Less than 10,000 SY) Concrete Paving - Construction/Reconstruction Stabile & Winn, Inc. 9/30/2026 (Less than 10,000 SY) 0 0 0 0 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Woody Contractors, Inc. By: Troy IN 650 Tower Dr Kennedale, TX 76060 817-483-4787 Title: President Date: p - 3 9 5 END OF SECTION Addendum 1 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 09119/2025 00 41 00 Bid Proposal Workbook -WOODY 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I I SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 103412 Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 II AA o J q C4,4rnIkor By J-'O WS70j1L 12 Company J (IY ease Print) 13 _ 14 �j j ( j g{�/�� a��� Signature: 15 Address 17 Xeqn"14 le , i x 6 �6r� Title: 6� 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 BEFORE ME, the undersigned authority, on this day personally appeared 26 , known to me to be the person whose name is 27 subscribed tot e foregoin instrument, and acknowledged to me that he/she executed the same as 28 the act and deed of (/�,Q`, 6. s _� ,3 L for the purposes and 29 consideration therein express in the capacity therein stated. 30 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this d day of 32 a r(An 20 33 34 35 36 Nota w c in and for the State of Texas 37 38 END OF SECTION 39 =• �}q LUZ A RAVELO Notary "Mm', Slate of Texas My Gommirs{sgian ff-pires April 29, 202Y "'• ,� ,,,, NOTARY kp 12B�D410-0 CITY OF FORT WORTH Water & Sanitary Sewer Rglacement STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Contract202r1, ffSM-H Revised July 1, 2011 013, Project No. 103412 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 00 45 41 - 1 SMALL BUSINESS ENTERPRISE GOAL Page 1 of 1 SECTION 00 45 41 SMALL BUSINESS GOAL APPLICATION OF POLICY If the total dollar value of the contract is $100,000 or more, the Small Business goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to foster competition, expand the supplier base, and promote and encourage the participation of small business firms in the City's contracting opportunities. SMALL BUSINESS GOAL The City's Small Business goal is 30% of the amount bid (if bid alternates are requested, the goal shall be applied to the total bid amount inclusive of any selected alternates). COMPLIANCE Bidders shall comply with the Small Business Goal by meeting or exceeding the small business goal through self -performance and/or Small Business subcontracting participation. Small businesses are based on SBA definitions and must be located within the five Fort Worth counties: Tarrant, Denton, Wise, Parker and Johnson. Small businesses shall be certified via one of the following certifying agencies: • North Central Texas Regional Certifying Agency (NCTRCA) • Dallas/Fort Worth Minority Supplier Development Council (DFW MSDC) • Women's Business Council — Southwest (WBCS) • Texas Department of Transportation (TxDOT) SUBMITTAL OF REQUIRED DOCUMENTATION The following documents must be submitted with the bid documents at the time of bidding: • Completed Small Business Utilization form • Certificates identifying themselves or subcontractors as Small Businesses FAILURE TO COMPLY WITH THE CITY'S SMALL BUSINESS ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. 38 END OF SECTION CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 1, 2025 00 52 43 - 1 Agreement Pagel of 6 SECTION 00 52 43 I:�ef:� ►�i�►11�1 THIS AGREEMENT, authorized on 3/10/2026 , 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 Woody Contractors, Inc. , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: 2025 Citywide Storm Drain Rehabilitation Open -Cut Cily Project Number 102527 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount, in current funds, of Not to Exceed Three Million and 00/100 Dollars (Not to Exceed $3,000,000.00) for initial term and Not To Exceed Three Million and 00/100 Dollars (Not to Exceed $3,000,000.00) for one option to renew, at the City's discretion. OFFICIAL RECORD Article 4. CONTRACT TIME CITY SECRETARY 4.1 Final Acceptance. I FT. WORTH, TX The Work shall be complete for Final Acceptance within the number of days specified in each task order, plus any extension thereof allowed 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 One Thousand Two Hundred Fifty and 00/100 Dollars ($1,250.00) 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. 4.3 Renewals The contract may be renewed for one (1) additional term at the earlier of the expiration of contract funds or contract time under the same terms, conditions, and unit prices. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 (effective September 1, 2025) 00 52 43 - 2 Agreement Page 2 of 6 Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A.The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance Certification Form (ACORD or equivalent) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. Small Business Utilization Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 (effective September 1, 2025) 005243-3 Agreement Page 3 of 6 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability/Non-Waiver of Claims. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor. The failure of City or Contractor to insist upon the performance of any term or provision of this Agreement or to exercise any right granted herein shall not constitute a waiver of City's or Contractor's respective right to insist upon appropriate performance or to assert any such right on any future occasion. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Non -appropriation of Funds. In the event no funds or insufficient funds are appropriated by City in any fiscal period for any payments due hereunder, City will notify Vendor of such occurrence and this Agreement shall terminate on the last day of the fiscal period for which appropriations were received without penalty or expense to City of any kind whatsoever, except as to the portions of the payments herein agreed upon for which funds have been appropriated. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 (effective September 1, 2025) 00 52 43 - 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 (effective September 1, 2025) 005243-5 Agreement Page 5 of 6 7.11 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of all 1-9 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 -Parry Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no third -parry 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 (effective September 1, 2025) 005243-6 Agreement Page 6 of 6 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: By: Tr Mar 17, 2026 09:23:99 CDT) Signature Troy Woody (Printed Name) President Title 650 Tower Drive Address Kennedale, Tx, 76060 City/State/Zip 03/17/2026 Date City of Fort Worth By: Jesica McEachern Assistant City Manager 04/18/2026 Date n, yoi ontti°a o�9d0 Attest: V � pdapq�o4 a'cde Jannette Goodall, City Secretary (Seal) M&C: 26-0177 Date: 3/10/2026 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Digitally signed by Pratima Poudyal Pratima Poudyal Data: 2026.03.23 11:20:15 -05'00' Pratima Poudyal, P.E. Project Manager Approved as to Form and Legality: Douglas Black (Apr 13, 2026 15:29:46 CDT) Douglas W. Black Sr. Assistant City Attorney OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 (effective September 1, 2025) APPROVAL RECOMMENDED: Lauren Prieur, P.E. Director Transportation and Public Works 2025 Citywide Storm Drain Rehabilitation Open -Cut Project No. 102527 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SECTION 00 61 13 PERFORMANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § 0061 13 - I PERFORMANCE BOND Page I of 2 Bond No. K42081802 KNOW ALL BY THESE PRESENTS: That we, Woody Contractors, Inc. , known as "Principal" herein and Vigilant Insurance Company , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City' herein, in the penal sum of, Three Million Dollars & Zero Cents ($3,000,000.00), 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, out - heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City awarded 18 the ��day of Mar" , 20P�b , which Contract is hereby referred to and made a part 19 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other 20 accessories defined by law, in the prosecution of the Work, including any Change Orders, as 21 provided for in said Contract designated as 2025 Citywide Storm Drain Rehabilitation Open -Cut, 22 City Project No. 102527. 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102527 Revised December 8, 2023 2 3 4 5 6 7 8 9 10 II 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 0061 13-2 PERFORMANCE BOND Page 2 of 2 Bond No. K42081802 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the j I;�day of MaA, 20ok 745t�_�_ Witness o Principal al t Witness as to Surety Elizabeth Gray PRINCI PAL: WOODY CONTRACTORS, INC. Address: 650 Tower Drive Kennedale, TX 76060 SURETY: VIGILANT INSURANCE COMPANY BY: Signature Kyle W. Sweeney, Attorney -in -Fact Name and Title Address: 5400 LBJ Frwy, Suite 600 Dallas, TX 75240 Telephone Number: 214-754-0777 Email Address: surety@chubb.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 FOR'r WORTFI 2025 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102527 Revised December 8, 2023 0061 14- 1 PAYNIENT BOND Page I or2 Bond No. K42081802 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Woody Contractors, Inc. , known as "Principal" herein, 8 and Vigilant Insurance Company , a corporate surety (sureties), duly 9 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), 10 are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to 11 the laws of the State of Texas, known as "City" herein, in the penal sum of Three Million Dollars 12 & Zero Cents ($3,000,000.00) lawful money of the United States, to be paid in Fort Worth, Tarrant 13 County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, 14 executors, administrators, successors and assigns, jointly and severally, firmly by these presents: 15 `WHEREAS, Principal has entered into a certain written Contract with City, awarded 16 the JV day of , 20A, which Contract is hereby referred to and made a part hereof 17 for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other 18 accessories as defined by law, in the prosecution of the Work as provided for in said Contract and 19 designated as 2025 Citywide Storm Drain Rehabilitation Open -Cut, City Project No. 102527. 20 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 21 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 22 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 23 the Contract, then this obligation shall be and become null and void; otherwise to remain in Rill 24 force and effect. 25 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 26 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 27 accordance with the provisions of said statute. 28 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUNIENTS City Proiect No. 102527 Revised December 8, 2023 0061 la-2 PAYNIENT BOND Page 2 of 2 Bond No. K42081802 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the �fday of M6,16 �^ , 20. PRINCIPAL: WOODY CONTRACTORS, INC. ATTEST: BY: ignatul Traj�3 (./lod� (Principal) Secretary Name AdTitle Address: 650 Tower Drive -�o Kennedale, TX 76060 Wi s as to Principal SURETY: VIGILANT INSURANCE COMPANY ATTEST: BY:Z,Ze�011—.-64 - Signature Kyle W. Sweeney, Attorney -in -Fact (Surety) Secretary Dawn M. Chloros Name and Title G &Z/4 Witness as to Surety Elizabeth Gray 4 Address: 5400 LBJ Frwy, Suite 600 Dallas, TX 75240 Telephone Number: 214-754-0777 Email Address: suret a,chubb.com 5 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws 6 showing that this person has authority to sign such obligation. If Surety's physical address is 7 different from its mailing address, both must be provided. 8 9 The date of the bond shall not be prior to the date the Contract is awarded. 10 END OF SECTION CITY OF FORT wORTTI 2025 Cih;wide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gty Project No. 102527 Revised December 8, 2023 0061 19- 1 MAINTENANCE BOND Page I of 3 Bond No. K42081802 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Woody Contractors, inc. known as "Principal" herein 9 and Vigilant insurance Company , a corporate surety (sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 1 I or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of the State of Texas, known as "City" herein, in the sum of Three Million 13 Dollars & Zero Cents ($3,000,000.00) lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 15 successors, we bind ourselves, our heirs, executors, administrators, Successors and assigns, jointly 16 and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded L 19 the W day of hiiA , 20A which Contract is hereby referred to and a made part hereof 20 for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other 21 accessories as defined by law, in the prosecution of the Work, including any Work resulting from 22 a duly authorized Change Order (collectively herein, the "Work") as provided for in said contract 23 and designated as 2025 Citywide Storm Drain Rehabilitation Open-Ctlt, City Project No. 102527-1 24 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 2O25 Citywide Stonn Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102527 Revised December 8, 2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 E 0061 19-2 MAINTENANCE BOND Page 2 of 3 Bond No. K42081802 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102527 Revised December S. 2023 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 0061 19-3 MAINTENANCE- BOND Page 3 of 3 Bond No. K42081802 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the i day of arc-i) 20 aa6. /1 (Principal) Secretary v - 5 � �__ Witness o Principal ATTEST: (Surety) Secretary Dawn Ne JC1I. C loro�s� c-_e_.,�c%�� Witness as to Surety Elizabeth Gray Address: 650 Tower Drive Kennedale, TX 76060 SURETY: VIGILANT INSURANCE COMPANY BY: % ignature Kyle W. Sweeney, Attorney -in -Fact Name and Title Address: 5400 LBJ Frwy, Suite 600 Dallas, TX 75240 Telephone Number: 214-754-0777 Email Address: surety@chubb.com 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102527 Revised December 8, 2023 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.... 10.01 Authorized Changes in the Work ................... 10.02 Unauthorized Changes in the Work ............... 10.03 Execution of Change Orders ........................... 10.04 Extra Work ...................................................... 10.05 Notification to Surety ...................................... 10.06 Contract Claims Process ................................. ........................................................... 38 ........................................................... 38 ........................................................... 39 ........................................................... 39 ........................................................... 39 ........................................................... 39 ........................................................... 40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................ 46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................ 48 13.02 Access to Work........................................................................................................................... 48 13.03 Tests and Inspections.................................................................................................................. 48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................ 50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 - Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments...................................................................................................................... 52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance......................................................................................................................... 55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release........................................................ 56 14.09 Waiver of Claims........................................................................................................................ 57 Article 15 - Suspension of Work and Termination........................................................................................ 57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause................................................................................................... 58 15.03 City May Terminate For Convenience.......................................................................................60 Article16 - 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 I — 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 00 72 00 - 1 GENERAL CONDITIONS Page 3 of 63 24. Damage Claims — A demand for money or services arising from the Project or Site from a third party, 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 00 72 00 - 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 submittcd 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 007200-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH 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 party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH 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 if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH 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 parry 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: h!Ws://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 fmish 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 007200-1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH 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 1 1' "IMM I' I I 1• C 1 ' 1 1 �s_1 I: '•: \ f I I' \_ 1_ _ 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 Not f cation 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 party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH 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 11.0LB, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.0l.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH 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 11.0I.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 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.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 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 11.0l.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 11.0I.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 007200-1 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. ApplicationsforPayments: 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 confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH 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 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH 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 — NHSCELLANEOUS 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 i£ 1. delivered in person to the individual or to a member of the firin 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 Pagel of 5 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 October 15, 2025: 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 5 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 October 15, 2025: 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-5.03A., "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 $500, 000 Disease -policy limit SC-5.04B., "Contractor's Insurance" CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 5 5.0413. 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 o£ $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks. None. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: $Confirm Limits with Railroad $Confirm Limits with Railroad Required for this Contract X Not required for this Contract <Provide an `X" next to the appropriate selection above based on the Contract requirements> With respect to the above outlined insurance requirements, the following shall govern: CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 5 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 alocation entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07 A.., "Duty to pay Prevailing Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2013 Prevailing Wage Rate Table A copy of the table is also available by accessing the City's website at: httys:Happs.fortworthtexas.2ov/Pro * ectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 — General Conditions SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: Street Use Permit SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: None SC-6.09C. "Outstanding permits and licenses" CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 5 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of October 15, 2025: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the perfonnance of other work at the Site: Vendor Scope of Work Coordination Authority None SC-8.01, "Communications to Contractor" SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Pratima Poudyal, or his/her successor pursuant to written notification from the Director of Transportation and Public Works. SC-13.03C., "Tests and Inspections" None SC-16.01C.1, "Methods and Procedures" None END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. 3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. 10/06/23 Michael Owen SC-6.07, Allow affidavit regarding paying prevailing wages to be submitted on completion of job, as opposed to with each progress report 3/08/24 Michael Owen Removed revisions related to affidavit, as those changes have been made in General Conditions SC-5.02 Added notes to reviewer to delete Maintenance Bond if using T specifications 9/19/25 Michael OwenxDOT SC 6.20 Revised Contractors General Warranty and Guarantee language if using TxDOT specifications CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 011100-1 SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 011100-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 011100-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 012500-1 SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 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 2O25 Citywide Stonn Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 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 2O25 Citywide Stonn Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSANFORMATIONAL 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 2O25 Citywide Stonn Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 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 2O25 Citywide Stonn Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 1 2 3 4 PART1- GENERAL 5 1.1 SUMMARY SECTION 0129 75 MATERIALS ON HAND 012975-1 MATERIALS ON HAND Pagel of 3 6 A.This section should be used if payment is requested based on materials and equipment not 7 incorporated in the Work but delivered and suitably stored at the Site or at another 8 location agreed to in writing (Materials On Hand). 9 B.Payment for Materials On Hand (MOH) may be made for non-perishable materials that 10 are considered long lead-time items and have been approved for MOH payment. 11 1.2 SECTION INCLUDES: 12 A.Materials approved for MOH payment are as follows: 13 1. Water & Sewer Pipe greater than or equal to 24" diameter 14 2. Water Valves greater than or equal to 36" diameter 15 3. Reinforced Concrete Pipe greater than or equal to 84" diameter 16 4. Reinforced Concrete Box greater than or equal to 8' x 6' 17 5. Traffic Signal Poles, Masts, and Cabinets 18 6. Street Light Poles 19 B.Requirements for MOH 20 1. Materials must be stored on -site for a minimum of two (2) progress payment cycles 21 to qualify for MOH reimbursement. If materials are expected to be stored for a 22 shorter duration, MOH will not be paid. 23 2. For materials on Hand to be paid for, required submittal must been submitted and 24 approved. No MOH will be paid when MOH submittal have not been approved. 25 3. MOH must be stored in accordance with approved submittal requirements. 26 4. The contractor must maintain the proper insurance and retain the duty to protect the 27 materials per the included material specification or equipment per the 28 manufacturer's specifications. 29 C. The City may permit material storage at a third -party facility, provided the facility is 30 bonded and insured. Any off -site storage location must receive prior written approval 31 from the City Project Manager. A copy of the written approval must be included with the 32 corresponding pay application. 33 D.Deviations from this City of Fort Worth Standard Specification 34 1. None. 35 E. Related Specification Sections include, but are not necessarily limited to: 36 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 37 Contract 38 2. Division 1 — General Requirements CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 01 29 75 - 2 MATERIALS ON HAND Page 2 of 3 1 1.3 PRICE AND PAYMENT PROCEDURES 2 A.Measurement and Payment 3 1. Measurement and Payment 4 a. The material furnished in accordance with the specific item for which MOH is 5 allowed shall be measured and paid by the Lump Sum. 6 2. The price shall include: 7 a. Invoiced Cost of material ONLY 8 1.4 REFERENCES [NOT USED] 9 1.5 ADMINISTRATIVE REQUIREMENTS 10 A.A Change Order will be necessary. It will deduct the Bill of Sale quantity from the 11 original Furnish and Install quantity and add two separate line items —one for Furnish 12 and one for Install —each with its corresponding pricing. 13 1.6 SUBMITTALS 14 A.Contractor shall submit a Bill of Sale for the materials on hand properly identifying the 15 Project which shall be attached to the pay application and applicable materials to be 16 circled or highlighted, properly added up and totaled in documentation. 17 B. Submittals shall be in accordance with Section 01 33 00. 18 C.All submittals shall be approved by the Engineer or the City prior to delivery and/or 19 fabrication for specials. 20 1.7 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 21 A.Written agreement for offsite storage location 22 1.8 CLOSEOUT SUBMITTALS [NOT USED] 23 A.Maintenance Contracts 24 B. Operation and Maintenance Data 25 C. Warranty Documentation 26 D.Record Documentation 27 1.9 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.10 QUALITY ASSURANCE 29 A.The City shall confirm that the material or equipment conforms to specifications and is 30 properly marked and secured. 31 B. City's decision on what quantity of received material is to be paid is final. 32 1.11 DELIVERY, STORAGE, AND HANDLING 33 A.Title to the materials on hand passes automatically to the City of Fort Worth upon 34 delivery. 35 B. The risk of loss for the material or equipment does not pass to the City until the 36 associated Work is accepted. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 012975-3 MATERIALS ON HAND Page 3 of 3 1 1.12 DELIVERY AND ACCEPTANCE REQUIREMENTS 2 A. Storage and Handling Requirements 3 B.Packaging Waste Management 4 1.13 FIELD [SITE] CONDITIONS [NOT USED] 5 A.Ambient Conditions 6 B.Existing Conditions 7 1.14 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 19, 2025 013119-1 PRECONSTRUCTION MEETING Pagel of 3 1 SECTION 013119 2 PRECONSTRUCTION MEETING 3 PART1- GENERAL 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 1, 2025 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 0132 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing cc. Record Drawings ff. Temporary construction facilities gg. Final Acceptance hh. Final Payment ii. Questions or Comments CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 1, 2025 0131 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9/l/2025 M Owen Deleted Section 1.4 B.5..hh, due to new Small Business Ordinance CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 1, 2025 SECTION 013120 PROJECT MEETINGS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013120-1 PROJECT MEETINGS Page 1 of 3 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH 2O25 Citywide Stonn Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 013120-2 PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions 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 2O25 Citywide Stonn Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 013120-3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 4 3 PART1- GENERAL !��Itjkrj AI s . 1 SECTION 0132 16 CONSTRUCTION SCHEDULE 013216-1 CONSTRUCTION SCHEDULE Page 1 of 10 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised October 6, 2023 013216-2 CONSTRUCTION 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised October 6, 2023 013216-3 CONSTRUCTION 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 VMS structure in Section 1.4.1-1 as agreed by the Project 5 Manager. The Contractor issues to the City, updates of their respective schedule 6 (Progress Schedule) at the end of each month throughout the life of their work on the 7 project. 8 C. Schedule Types 9 Project delivery for the City utilizes two types of schedules as noted below. The City 10 develops and maintains a Master Project Schedule as a "baseline" schedule and issue 11 monthly updates to the City Project Manager (end of each month) as a "progress" 12 schedule. The Contractor prepares and submits each schedule type to fulfill their 13 contractual requirements. 14 15 1. Baseline Schedule 16 The Contractor develops and submits to the City, an initial schedule for their scope 17 of work in alignment with this specification. Once reviewed and accepted by the 18 City, it becomes the "Baseline" schedule and is the basis against which all progress 19 is measured. The baseline schedule will be updated when there is a change or 20 addition to the scope of work impacting the duration of the work, and only after 21 receipt of a duly authorized change order issued by the City. In the event progress is 22 significantly behind schedule, the City's Project Manager may authorize an update 23 to the baseline schedule to facilitate a more practical evaluation of progress. An 24 example of a Baseline Schedule is provided in Specification 0132 16.1 25 Construction Project Schedule Baseline Example. 26 27 2. Progress Schedule 28 The Contractor updates their schedule at the end of each month to represent the 29 progress achieved in the work which includes any impact from authorized changes 30 in the work. The updated schedule must accurately reflect the current status of the 31 work at that point in time and is referred to as the "Progress Schedule". The City's 32 Project Manager and Project Control Specialist reviews and accepts each progress 33 schedule. In the event a progress schedule is deemed not acceptable, the 34 unacceptable issues are identified by the City within 5 working days and the 35 Contractor must provide an acceptable progress schedule within 5 working days 36 after receipt of non -acceptance notification. An example of a Progress Schedule is 37 provided in Specification 01 32 16.2 Construction Project Schedule Progress 38 Example. 39 D. City Standard Schedule requirements 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised October 6, 2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 013216-4 CONSTRUCTION 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 North Montgomery Street HMAC_2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number —Project Name PN_YYYY-MM Example: 101376 North Montgomery Street HMAC_PN_2018_01 F. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water 48 G. Schedule Calendar CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised October 6, 2023 013216-5 CONSTRUCTION SCHEDULE Page 5 of 10 1 The City's standard calendar for schedule development purposes is based on a 5-day 2 workweek and accounts for the City's nine standard holidays (New Years, Martin 3 Luther King, Memorial, Juneteenth, Independence, Labor, Thanksgiving, day after 4 Thanksgiving, and Christmas). The Contractor will establish a schedule calendar as 5 part of the schedule development process and provide to the Project Control Specialist 6 as part of the basis for their schedule. Variations between the City's calendar and the 7 Contractor's calendar must be resolved prior to the City's acceptance of their Baseline 8 project schedule. 9 10 H. WBS & Milestone Standards for Schedule Development 11 The scope of work to be accomplished by the Contractor is represented in the schedule 12 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 13 development of the schedule activities and shall be imbedded and depicted in the 14 schedule. 15 16 The following is a summary of the standards to be followed in preparing and 17 maintaining a schedule for project delivery. 18 19 1. Contractor is required to utilize the City's WBS structure and respective 20 project type template for "Construction" as shown in Section 1.4.H below. 21 Additional activities may be added to Levels 1 - 4 to accommodate the needs 22 of the organization executing the work. Specifically, the Contractor will add 23 activities under WBS XXXXXX.80.83 "Construction Execution" that 24 delineates the activities associated with the various components of the work. 25 26 2. Contractor is required to adhere to the City's Standard Milestones as shown 27 in Section 1.4.I below. Contractor will include additional milestones 28 representing intermediate deliverables as required to accurately reflect their 29 scope of work. 30 31 I. Schedule Activities 32 Activities are the discrete elements of work that make up the schedule. They will be 33 organized under the umbrella of the WBS. Activity descriptions should adequately 34 describe the activity, and in some cases the extent of the activity. All activities are 35 logically tied with a predecessor and a successor. The only exception to this rule is for 36 "project start" and "project finish" milestones. 37 38 The activity duration is based on the physical amount of work to be performed for the 39 stated activity, with a maximum duration of 20 working days OR a continuous activity 40 in one location. If the work for any one activity exceeds 20 days, break that activity 41 down incrementally to achieve this duration constraint. Any exception to this requires 42 review and acceptance by the City's Project Control Specialist. 43 44 J. Change Orders 45 When a Change Order is issued by the City, the impact is incorporated into the 46 previously accepted baseline schedule as an update, to clearly show impact to the 47 project timeline. The Contractor submits this updated baseline schedule to the City for CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised October 6, 2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 013216-6 CONSTRUCTION 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 XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised October 6, 2023 013216-7 CONSTRUCTION SCHEDULE Page 7 of 10 1 Activity ID Activity Name 2 Design 3 3020 Award Design Agreement 4 3040 Issue Notice to Proceed - Design Engineer 5 3100 Design Kick-off Meeting 6 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, 7 Water & Sewer 8 3150 Peer Review Meeting/Design Review meeting (technical) 9 3160 Conduct Design Public Meeting # 1 (required) 10 3170 Conceptual Design Complete 11 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, 12 Parks, Storm Water, Water & Sewer 13 3250 Conduct Design Public Meeting #2 (required) 14 3260 Preliminary Design Complete 15 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 16 Water & Sewer 17 3330 Conduct Design Public Meeting #3 (if required) 18 3360 Final Design Complete 19 ROW & Easements 20 4000 Right of Way Start 21 4230 Right of Way Complete 22 Utility Relocation 23 7000 Utilities Start 24 7120 Utilities Cleared/Complete 25 Construction 26 Bid and Award 27 8110 Start Advertisement 28 8150 Conduct Bid Opening 29 8240 Award Construction Contract 30 Construction Execution 31 8330 Conduct Construction Public Meeting #4 Pre -Construction 32 8350 Construction Start 33 8370 Substantial Completion 34 8540 Construction Completion 35 9130 Notice of Completion/Green Sheet 36 9150 Construction Contract Closed 37 9420 Design Contract Closed 38 39 1.4 SUBMITTALS 40 A. Schedule Submittal & Review 41 The City's Project Manager is responsible for reviews and acceptance of the Contractor's 42 schedule. The City's Project Control Specialist is responsible for ensuring 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised October 6, 2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 013216-8 CONSTRUCTION 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 .x1s 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 & WBS 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 S 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 • % 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised October 6, 2023 013216-9 CONSTRUCTION SCHEDULE Page 9 of 10 1 B. Monthly Construction Status Report 2 The Contractor submits a written status report (referred to as a progress narrative) at the 3 monthly progress meeting (if monthly meetings are held) or at the end of each month to 4 accompany the Progress Schedule submittal, using the standard format 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.6 CLOSEOUT SUBMITTALS [NOT USED] 18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.8 QUALITY ASSURANCE 20 A. The person preparing and revising the construction Progress Schedule 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 1025271 Revised October 6, 2023 01 32 16 - 10 CONSTRUCTION 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised October 6, 2023 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Pagel of 5 1 SECTION 0132 16.1 2 CONSTRUCTION SCHEDULE — BASELINE EXAMPLE 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the baseline for the project. This version of the schedule is referred to as a "baseline" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a baseline schedule. See CFW Specification 0132 16 Construction Schedule for details and requirements regarding the Contractor's project schedule. 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U' Yi o fr NNN�m � Z a U m F ` m o o d � — cm � � � w u❑ ❑ � � � � � d w � ❑ c� m p ii c3 m m m 3 m M m z m mmm ... m .... m �S a R� J c C-) -1Z 0 U C I CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised August 13, 2021 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 4 of 5 0 T L L o Fif c y o 7a� rail W 0 0 0 ry N o 0 0 0 0 0 rn m m 6 C O N � O � 0d U U i ? d � v - U 11 � O - M o� rn E ,{�+ Q N� o tl CC U LL U tl I� I I I o z _ Q 4 O N Q 1 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised August 13, 2021 0132 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 5 of 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised August 13, 2021 1 2 c 4 5 6 7 8 9 HE 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 0132 16.2 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Pagel of 5 SECTION 0132 16.2 CONSTRUCTION SCHEDULE — PROGRESS EXAMPLE PART1- GENERAL The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the progress for the project. This version of the schedule is referred to as a "progress" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a progress schedule. See CFW Specification 0132 16 Construction Schedule for details and requirements regarding the Contractor's project schedule. 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N N ry N CV N N N N N N � - y � W Vl ^y T m Gl (n m m 4n Or m D7 m � � 0 d Ll � � o z z p U El I•i•I I^1••I^. 0 _ Q e O � 0 o a o 9 o a o o W C J m L �I IL 0 C _ C � d F E m m s ro o 2 u p V! lL - U U G 4 U vJ Z lL U 'ro [6 O N CC V LL _ y 1 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised August 13, 2021 0132 16.2 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page 5 of 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised August 13, 2021 0132 16.3 —PROGRESS NARRATIVE Page 1 of 1 SECTION 01 32 16.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Contractor Company Name: City Project No: Contractor Schedule Contact: City Project Manager: A. List or activities cnangea in the reporting perioa. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) B. List any potential delays and provide mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) C. List any actual delays and provide recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) City of Fort Worth, Texas 2025 Citywide Storm Drain Rehabilitation Open -Cut Construction Project Schedule Narrative Report for CFW Projects Project No.102527 Revised August 13, 2021 Page 1 of 1 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 013300-2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: i17CZGi1Z1ha1I: 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 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 '/z inches x 11 inches to 8 %2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 013300-3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 013300-4 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 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 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 fords 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 013300-6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 013300-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFD Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01 and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 013300-8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Use of Explosives, Drop Weight, Etc. 12 e. Water Department Notification 13 f. Public Notification Prior to Beginning Construction 14 g. Coordination with United States Army Corps of Engineers 15 h. Coordination within Railroad permits areas 16 i. Dust Control 17 j. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised March 11, 2022 0135 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2. Railroad Flagmen 2 a. Measurement 3 1) Measurement for this Item will be per working day. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 will be paid for each working day that Railroad Flagmen are present at the 7 Site. 8 c. The price bid shall include: 9 1) Coordination for scheduling flagmen 10 2) Flagmen 11 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification, unless a date is specifically cited. 20 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 21 High Voltage Overhead Lines. 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination with the Texas Department of Transportation 24 1. When work in the right-of-way which is under the jurisdiction of the Texas 25 Department of Transportation (TxDOT): 26 a. Notify the Texas Department of Transportation prior to commencing any work 27 therein in accordance with the provisions of the permit 28 b. All work performed in the TxDOT right-of-way shall be performed in 29 compliance with and subject to approval from the Texas Department of 30 Transportation 31 B. Work near High Voltage Lines 32 1. Regulatory Requirements 33 a. All Work near High Voltage Lines (more than 600 volts measured between 34 conductors or between a conductor and the ground) shall be in accordance with 35 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 36 2. Warning sign 37 a. Provide sign of sufficient size meeting all OSHA requirements. 38 3. Equipment operating within 10 feet of high voltage lines will require the following 39 safety features 40 a. Insulating cage -type of guard about the boom or arm 41 b. Insulator links on the lift hook connections for back hoes or dippers 42 c. Equipment must meet the safety requirements as set forth by OSHA and the 43 safety requirements of the owner of the high voltage lines 44 4. Work within 6 feet of high voltage electric lines 45 a. Notification shall be given to: CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised March 11, 2022 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 1) The power company (example: ONCOR) 2 a) Maintain an accurate log of all such calls to power company and record 3 action taken in each case. 4 b. Coordination with power company 5 1) After notification coordinate with the power company to: 6 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 7 lower the lines 8 c. No personnel may work within 6 feet of a high voltage line before the above 9 requirements have been met. 10 C. Confined Space Entry Program 11 1. Provide and follow approved Confined Space Entry Program in accordance with 12 OSHA requirements. 13 2. Confined Spaces include: 14 a. Manholes 15 b. All other confined spaces in accordance with OSHA's Permit Required for 16 Confined Spaces 17 D. Use of Explosives, Drop Weight, Etc. 18 1. When Contract Documents permit on the project the following will apply: 19 a. Public Notification 20 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 21 prior to commencing. 22 2) Minimum 24 hour public notification in accordance with Section 0131 13 23 E. Water Department Coordination 24 1. During the construction of this project, it will be necessary to deactivate, for a 25 period of time, existing lines. The Contractor shall be required to coordinate with 26 the Water Department to determine the best times for deactivating and activating 27 those lines. 28 2. Coordinate any event that will require connecting to or the operation of an existing 29 City water line system with the City's representative. 30 a. Coordination shall be in accordance with Section 33 12 25. 31 b. If needed, obtain a hydrant water meter from the Water Department for use 32 during the life of named project. 33 c. In the event that a water valve on an existing live system be turned off and on 34 to accommodate the construction of the project is required, coordinate this 35 activity through the appropriate City representative. 36 1) Do not operate water line valves of existing water system. 37 a) Failure to comply will render the Contractor in violation of Texas Penal 38 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 39 will be prosecuted to the full extent of the law. 40 b) In addition, the Contractor will assume all liabilities and 41 responsibilities as a result of these actions. 42 F. Public Notification Prior to Beginning Construction 43 1. Prior to beginning construction on any block in the project, on a block by block 44 basis, prepare and deliver a notice or flyer of the pending construction to the front 45 door of each residence or business that will be impacted by construction. The notice 46 shall be prepared as follows: CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised March 11, 2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 0135 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 8 a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) City of Fort Worth Door Hangers will be provided to the Contractor for distribution with their notice. 4) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 5) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer and door hangers are delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised March 11, 2022 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 1. At locations in the project where construction activities occur in areas where 2 railroad permits are required, meet all requirements set forth in each designated 3 railroad permit. This includes, but is not limited to, provisions for: 4 a. Flagmen 5 b. Inspectors 6 c. Safety training 7 d. Additional insurance 8 e. Insurance certificates 9 f Other employees required to protect the right-of-way and property of the 10 Railroad Company from damage arising out of and/or from the construction of 11 the project. Proper utility clearance procedures shall be used in accordance 12 with the permit guidelines. 13 2. Obtain any supplemental information needed to comply with the railroad's 14 requirements. 15 3. Railroad Flagmen 16 a. Submit receipts to City for verification of working days that railroad flagmen 17 were present on Site. 18 J. Dust Control 19 1. Use acceptable measures to control dust at the Site. 20 a. If water is used to control dust, capture and properly dispose of waste water. 21 b. If wet saw cutting is performed, capture and properly dispose of slurry. 22 K. Employee Parking 23 1. Provide parking for employees at locations approved by the City. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 31 1.12 WARRANTY [NOT USED] 32 PART 2 - PRODUCTS [NOT USED] 33 PART 3 - EXECUTION [NOT USED] 34 END OF SECTION 35 Revision Log CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised March 11, 2022 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 DATE NAME SUMMARY OF CHANGE I AB — 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised March 11, 2022 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 01 35 13 -7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March t L 2022 2025 Citywide Storm Drain Rehabilitation Open -Cut Project No. 102527 I N 4 Date: EXHIBIT B FORT WORTH DOE KO. XXXX Project Name: 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 NIOTICE OF TEMPORARY WATER SERVICE INITERRUPTION 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 DOCUMENTS Revised March 11, 2022 CONTRACTOR 2025 Citywide Storm Drain Rehabilitation Open -Cut Project No. 102527 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised March 9, 2020 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised March 9, 2020 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 9/19/2025 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 c. If required, provide temporary water service needed to maintain customer service to the public during project, in accordance with Section 33 04 30 — Temporary Water Services. d. Coordination 1) Contact City 1 week before water for construction is desired e. Contractor Payment for Construction Water 1) Obtain construction water meter(s) from City for payment of water usage associated with construction water as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 9/19/2025 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 1 I 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 9/19/2025 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 1.1. C. — Referenced 33 04 30 Temporary Water Facilities 1.4. A. 2. — Provided clarification re: temporary water service for the public CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 9/19/2025 01 55 26 -1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - 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 R Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 30 traffic. 31 b. When traffic controlplans are included in the Drawings, provide Traffic 32 Control in accordance with Drawings and Section 34 71 13. 33 c. When traffic control plans are not included in the Drawings, prepare traffic 34 control plans in accordance with Section 34 71 13 and submit to City for 35 review. 36 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTH 2O25 Citywide Stonn Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised March 22, 2021 01 55 26 -2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) A traffic control "Typical" published by City of Fort Worth, the Texas 2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 3 of Transportation (TxDOT) canbe used as an alternative to preparing 4 project/site speck traffic controlplan if the typical is applicable to the 5 specific project/site. 6 R Street Use Permit 7 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 8 a. To obtain Street Use Permit, submit Traffic Control Plans to City 9 Transportation and Public Works Department. 10 1) Allow a minimum of 5 working days for permit review. 11 2) It is the Contractor's responsibility to coordinate review of Traffic Control 12 plans for Street Use Permit, such that construction is not delayed. 13 C. Modification to Approved Traffic Control 14 1. Prior to installation traffic control: 15 a. Submit revised traffic control plans to City Department Transportation and 16 Public Works Department. 17 1) Revise Traffic Control plans in accordance with Section 34 71 13. 18 2) Allow minimum 5 working days for review of revised Traffic Control. 19 3) It is the Contractor's responsibility to coordinate review of Traffic Control 20 plans for Street Use Permit, such that construction is not delayed. 21 D. Removal of Street Sign 22 1. If it is determined that a street sign must be removed for construction, then contact 23 City Transportation and Public Works Department, Signs and Markings Division to 24 remove the sign. 25 E. Temporary Signage 26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 28 Devices (MUTCD). 29 2. Install temporary sign before the removal of permanent sign. 30 3. When construction is complete, to the extent that the permanent sign can be 31 reinstalled, contact the City Transportation and Public Works Department, Signs 32 and Markings Division, to reinstall the permanent sign. 33 F. Traffic Control Standards 34 1. Traffic Control Standards can be found on the City's website. 35 1.5 SUBNHTTALS [NOT USED] 36 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH 2O25 Citywide Stonn Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised March 22, 2021 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 I? 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 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised March 22, 2021 0157 13- 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 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 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 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 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] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 SECTION 01 5813 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 1.1 SUMMARY A. Section Includes: 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://apps.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 01 33 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 SNOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised March 9, 2020 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 L I 0 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 3/9/2020 D.V. Magaria Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised March 9, 2020 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 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 damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 017000-1 MOBILIZATION AND REMOBILIZATION Pagel of 3 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised November 22, 2016 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 3 1 3. Mobilizations and Demobilization for Miscellaneous Projects 2 a. Mobilization and Demobilization 3 1) Mobilization shall consist of the activities and cost on a Work Order basis 4 necessary for: 5 a) Transportation of Contractor's personnel, equipment, and operating 6 supplies to the Site for the issued Work Order. 7 b) Establishment of necessary general facilities for the Contractor's 8 operation at the Site for the issued Work Order 9 2) Demobilization shall consist of the activities and cost necessary for: 10 a) Transportation of Contractor's personnel, equipment, and operating 11 supplies from the Site including disassembly for each issued Work 12 Order 13 b) Site Clean-up for each issued Work Order 14 c) Removal of all buildings or other facilities assembled at the Site for 15 each Work Oder 16 b. Mobilization and Demobilization do not include activities for specific items of 17 work for which payment is provided elsewhere in the contract. 18 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 19 a. A Mobilization for Miscellaneous Projects when directed by the City and the 20 mobilization occurs within 24 hours of the issuance of the Work Order. 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 — General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Mobilizations and Demobilizations for Miscellaneous Projects 29 a. Measurement 30 1) Measurement for this Item shall be for each Mobilization and 31 Demobilization required by the Contract Documents 32 b. Payment 33 1) The Work performed and materials furnished in accordance with this Item 34 and measured as provided under "Measurement" will be paid for at the unit 35 price per each "Work Order Mobilization" in accordance with Contract 36 Documents. Demobilization shall be considered subsidiary to mobilization 37 and shall not be paid for separately. 38 c. The price shall include: 39 1) Mobilization as described in Section 1.1.A.3.a.1) 40 2) Demobilization as described in Section 1.1.A.3.a.2) 41 d. No payments will be made for standby, idle time, or lost profits associated this 42 Item. 43 2. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 44 a. Measurement 45 1) Measurement for this Item shall be for each Mobilization and 46 Demobilization required by the Contract Documents CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised November 22, 2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 3 1 b. Payment 2 1) The Work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" will be paid for at the unit 4 price per each "Work Order Emergency Mobilization" in accordance with 5 Contract Documents. Demobilization shall be considered subsidiary to 6 mobilization and shall not be paid for separately. 7 c. The price shall include 8 1) Mobilization as described in Section 1.1.A.4.a) 9 2) Demobilization as described in Section 1.1.A.3.a.2) 10 d. No payments will be made for standby, idle time, or lost profits associated this 11 Item. 12 1.3 REFERENCES [NOT USED] 13 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 14 1.5 SUBMITTALS [NOT USED] 15 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE [NOT USED] 19 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 20 1.11 FIELD [SITE] CONDITIONS [NOT USED] 21 1.12 WARRANTY [NOT USED] 22 PART 2 - PRODUCTS [NOT USED] 23 24 25 26 PART 3 - EXECUTION [NOT USED] 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 2025 Citywide Storm Drain Rehabilitation Open -Cut Project No. 102527 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 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised February 14, 2018 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised February 14, 2018 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] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised February 14, 2018 017123-4 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised February 14, 2018 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised February 14, 2018 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. If the Contractor's work damages or destroys one 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 3ra 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 CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised February 14, 2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 Revision Log 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised February 14, 2018 FORT WORTH Section 01 71 23.01- Attachment A Survey Staking Standards February 2017 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.Pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking Vill. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER IRRIGATION AND RECLAIMED WATER III. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 22 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for 'Zoning Maps'. Under 'Layers' , expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or anything that needs vertical grading with a tolerance of 0.25' or less is allowed- D. Control Points Set All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, 'X' in concrete, or any other appropriate item with a stable base and of a semi -permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. — If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model used, Example: GEOID12A 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_ Conformal_ Conic Fa Ise_Easti ng: 1968500.00000000 False —Northing: 6561666.66666667 Central Meridian:-98.50000000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude —Of —Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format txt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for a oroiect that has surface coordinates which must be translated: File 1: C1234 As -built of Water on Main Street Grid NAD83 TXSP 4202.csv 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv Example Control Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 22 ry Cr W _ m J CD � W � m � � W 1016 EL.= 100.00' u i j W _ L Fr —� < W � — J Ul < � W � CY J r� W Cr, 0 O C- CP N=5000.00 E=5000.00 t� i� W W~ 0 � 0 _ a cn W J � LL ~ W CCU < 7X m WI iL CY 0 V. Water Staking Standards O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 22 A. Centerline Staking — Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 3 0 f WIL � � a 0 ƒ K0 £a n�' kU LUi r j Cd W It L \ ° _ m-s,« , \ m / / \ e a \ \ \ E a\ . z )j � a \ we / �� / \ CD/ K �/ i ® § z 6 § [ /j \ \ / m\ .G } It \ G // \ � §§ \ § e= �3 S /3 . 0 4 �C/ w * /� aG � � _ �a� E_) g y \ J**\ $22Ld R§\) _ _ \ aI LLI ]]/ VL Sanl aC Sewer $ akin R%pes gaGAmgnceP@maATe mpoe95pec Re\aN%IDeli r C pDG7@ Div 01\0171 23.1 $1 «Game% Survey Staking&andagsdoa Page g622 A. Centerline Staking — Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break Vill. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 0 LL- w � Y j W 0 2 Uj C�x � v fC rt U �ads ss I LLB W I rC W 1 w ?rr-n 6 x Example Sanitary Sewer Stakes �Ld Ld C-4aa 11 It STA-3+71KII sn C-3W II z C-311 r-62a w Y Jry 7' w {-�� Ob Lr n� N2 W O} 2 Lam" Y—F is Y I Ld CD 0 z LL z n 0r 0 o LL � Q V C4 �r l 1 by y4 k i4y 5 s� w IL W a S 1 W Q 4 EL w 1 2 s iw N � I �w z� o �� N x rlia cn+ d V}+ 0 G7+ � w r F F �w F� �J F� i'ia F �+� F w F wiz F� r o o g as g a vv, 6 4 I F-D O �m J C F 2 Q x v WY ca Lr FLL w� LL a 1 J Q mCe 2 0 43 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 22 ti how m� / N / W W ❑ c Gs[w F�Y� a�w oaLLj m =1 J = m Z VII. Storm Sewer & Inlet Staking A. Centerline Staking — Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet = 16.00'total length III. Recessed 10' Inlet = 20.00' total length IV. Standard double 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 22 Example Storm Inlet Stakes FRONT (SIDE FACING BACK C30E FAahr- R.ELW.) POINT .f 11 I HLB ELEVATION HUB %MTH TACK — — BACK OF CURB— — FLOYLINE — — — —EDGE OF PAVEMENT 1 NO FLAGG'ING REQUIFEEI IN LIEU OF PIHF. P,AII`JTED LATH m rn 0 n z r -i z IDENTIFIES MICH i END OF THE YANG BEING STAKED II INLET STATION + (IF NOTED ON PLANS) V IDENTIFIES GRADE T O TO TOP OF CURB 0 G. ( IDENTIFIES GRADE TO FLOWLINE c7 I BACK {SUE FA13NG R.QW_) PINT 0 Jr� HUB ELEV,4lI m FRONT (SIDE FACING 0 11 IDENTIFlE:5 'WHICH Il END OF THE 'MNG BEING STAKED TJC? _1 O c7 r I 0Y 51ANUAND lU — 1b RECESSED 10' — 20' STANDARD DUJBL.E 10' — 2&67 — — — — — RECESSED DIJJBLE 10' -30-67 I I I 9ACid GF INLET I F OI F,i,�,NHti LE o b I RISA ' I FACE OF INLET F' E OF INLET EDGE OF PAYBAENT EDGE OF PAVEMENT O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 22 BACK OF CURB--- - FLO UNE --- -EDGE OF PAVEMENT— — VIII. Curb and Gutter Staking A. Centerline Staking — Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 22 Example Curb & Gutter Stakes FRONT (SIDE FACING CIL) FRONT FRONT {SIDE FACING PONT OF ENO eIc FRONT T�"cENr (SIDE FACING IDENTFES START PC O POW OF CURVATURE {SIDE FACING TE} U. 6C. p j 4 � Ll PT BACK p T ��,, IOENTMIM OFFSET 13 TO (SIDE FACING R.O.W.) F/ GACe hG°oF CUOR FH FfC TJO 0 ° FOR al � "T ; + P.III I IDENIMMES GRADE IS b III I 11 r TIC. TG TOP OF CUFF - _ hIO GRADE ON h#1>iB ELEVATOR � � RhDIUS PCINrs r1 FJC:. FL.a.GGINt fsErJl11RFfi IN LF-U OF PINK: PAINTED LATH — '�, r 1 { { J rt f 1 i f 1 - -r TOP OF CURB� f t 4 PACK OF CURL r` FACE OF CURDI rl _�rL, L ---�-{ FLGV4LI N E EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 22 P [&\f e &:4 / 2zO/\ \� = mƒK we= .L._ �.2 � e8 !}mR GUM 2�iove la yl:»,a .e; ` \ � » .e r a _ a _$ } � j §! � ~ &L e%pRs gsGAmgnceP@maATe mpoe95pec Re\aN%IDeli r C pDG7@ Div 01\0171 23.1 $1 «Game% Survey Staking&andagsdoa Page 16 of 22 IX. Cut Sheets Date: A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard City Cut Sheet City Project Number: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET -LT/+RT DESCRIPTION PROP. GRADE STAKED ELEV. -CUT + FILL O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 22 X. As -built Survey A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted. See section IV. As -built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub -outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 9ZEVZ-X Wr'-Or-. V 9 > e OF610 Il! ID9PO Hd wO '�)VSM AWJIW.V b ivm To`! y S a48 g�4Hi dddp�g6 g OR a OS�rf V15 3NR HJ17PY �' • h� N�i [ g �n Z w .., ;I 2 Li w y Dt @ Fv ti a `Q alp 99 1 I All —Mw Pilo LW _ S1ri-I �;11} O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 20 of 22 STA 0�00QO - Il'WL aW.CdAlTLW RD! STA 05 M - IZ WL FLOW DR) STA&4r4o leWL IFIIND M ' RE"r & S"XE ExlSm BMpv PROP.OWAFER WE VALVE k REQtK,�R +�� [kAMECT TO EXIST 8'WATER &X OTEE IMSrAL : J-OSMM SLEEVE LrMID sTA (Y?BDI-- J: WL • v` ` ff taTZ D"� F IS X 8 REDUCER MSSrA1l, - - v h lc QLFANIN6 IM !/ c. POWE V"E �, � hIrff. Ei9P-�YD STA 018ars-bfWL E.gg•95:i2911'32 E 22903U94 E•229WS70 � h P X CANMR rFf tQ F F6*910E vwt�1� I- FIRE irr War rd ,g IILF a:RYDRW jFA0 q, F 0WE VALVE wxe `. ��:.nean<x tr a ,$,� y E 2�i52892388 ' iW .lNIY R 0. BSA N kYi � �dDL"IB BLK 6 O Q 'V_N WO'A'+jCM RgFP1 M'MM1 F } 5 � y� # 'tRll66@� iueInMM ue R�•a+] kut!9'WI4xry REM"WE l7175T '� ?6 mF +'E Aux �C� ,��• rear -2 w,v E•ug6i751D1n h x 2 wm- `d> e'x 12,WATERLt TBu '! °,(`�PcP�, sw - 6. sue. I �g +ti PROPOSED REr+bve SALVAGE �� m SANfTARY 5 Y sa �x ExIST: wr vALYE ' SEE SNEE STA 0'3M - IZ I•JP'75VFfl B&V + .tc�a..raaro.svrwuon N�699TO77.4594 +rr++rz uc E-229aN5.3072 rnnr as7us STA OdJ= -OWL rFLDYD LM SrA P5T59 - r2W STA D6MW - 0 NSrAUi JaV57 ALl, NSTAU, F Ir L SMID SLEEVE F 0 4FVERr. DFi9D I- to fS VEIL Sao 57 IF OF IFWATER PPE N•694/O55i 41 m-Gw05z9zj CQUEL9r F0 Eri5 - IY WATER E•2256-3La3 13 E•2290MR370 N•69W i452 9 E-2295309NJG O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 22 23.16.01_Attachment A_Survey Staking Standards.docx Page 22 of 22 O:\Spe WO Esnff I BLK 29 LOT 2 Ali I Q �05 �ro+w au w.Fen wmm LOT 3 T� Cp,�m Fa IY.FaYNm^fn f SAN1TARf SEWER ri.rmrefe n 0. � I LLJ I SERWAI W/ CLEAMOLT y1 ra wwxm W. "' w' � LAYT©N RL tbLl WATER E,12 wmer o10 C)NE A -L 3654 0 L3654 EX. REMWE Sam h fi SAW. SEWER i4 r r STAh6Td7 - 8'S5 L1NE A • LOT 2 sinera�a+x.Fo-+wam R r i EXIST. STAG-OO.L-31i1- v sic REM7VE FX1ST SSMH UWST ICI 5 LF OF 8' SS LINE / CCW5T.4DfASSMH 1NCWDE COW -COLLAR & MH INSERT I WI ' , i W/ CORROSKM' PROTEMM A CONNECT PROP. SS MWf CCWNECT PROP. 8• SS (ME&SWl TO PRO°.SSIM N-69468156252 F.'JhOClS_, CITY M" NO. 2018-380,2018-31 TAPSCO PAGE NO.74N. S. T. W -=—_= ==__ --_ — 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 23 1\01 71 Obviously the .csv or Axt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO, NORTHING EASTING ELEV. DESCRIPTION 1 6946257.189 2296079.165 726.09 SSMH RIM 2 6946260.993 2296062.141 725.668 GV RIM 3 6946307.399 2296038.306 726.85 GV RIM �^ cods -t>/i-, +T1:-S 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.116 722.123 GV RIM I ! !v 6 6946190.528 2296022,721 722.325 FH `3 7 6946136.012 2295992.115 719,449 WM RIM 8 6946002.267 229S919.133 713.331 WM RIM TX 0 CA L 9 6946003.056 2295933.418 713.652 CO RIM 2ti&JE Lt z 10 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WM RIM 13 6945896.591 2295862.188 708.205 WM RIM `n- 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936.727 2295830.441 710.094 CO RIM CG6{!�� h 5 16 6945835.678 2295799.707 707.774 SSMH RIM r 17 6945817.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295759.643 711.218 SSMH RIM 19 6945768.563 2295778.424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754,394 712.849 GV RIM 22 6945682.21 2295744.22 716,686 WM RIM l� 23 6945621.902 2295669.471 723.76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM 25 6945571.059 2295655.195 727.514 SSMH RIM 1� 26 6945539.498 2295667.803 729.123 WM RIM 27 6945519.834 2295619,49 732,689 WM RIM CbN O v S 28 6945417.879 2295580.27 740.521 WM RIM I siD 29 6945456.557 2295643.145 736.451 CO RIM 30 6945387.356 2295597.101 740.756 GV RIM T}j F (� L 10 5 31 6945370.688 2295606.793 740.976 GV RIM F6f-- 5U(L C 32 6945393,53 2295610,559 740.408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319,365 2295539.728 745.777 CO RIM 35 6945242.289 2295570.715 748.454 WM RIM 36 37 6945233.624 6945206,483 2295544.626 2295529.305 749.59 SSMH RIM 751.058 WM RIM P 38 6945142.015 2295557.666 750.853 WM RIM 39 6945113.445 2295520.335 751.871 WM RIM 7 40 6945049.02 2295527,345 752,257 SSMH RIM fr �p T 41 6945041.024 2295552.675 751.79 WM RIM F 42 6945038-978 2295552.147 751.88 WM RIM S Shy, 43 6945006.397 2295518.135 752.615 WM RIM{ 44 6944944,782 2295520.635 752,801 WM RIM 45 6944943.432 2295556.479 752.156 WM RIM 46 6944860.416 2295534.397 752.986 SSMH RIM hq O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 24 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 n� g - ---- ------ -- ------ ------ ------ - ---- ----- ----- ----- ------ s ffi v — — z — w — — � � � G Z - •- _ f z w z� w i w z� w g ry • E l� » m qg Hill 111111 'd ❑i GG U o a O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 26 of 26 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 017423-2 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 017423-3 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 017423-4 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 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 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 2O25 Citywide Stonn Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised March 22, 2021 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 a Notice of Project Completion (Green Sheet). 41 E. Supporting Documentation CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No.102527 Revised March 22, 2021 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page 3 of 3 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision 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 2025 Citywide Storm Drain Rehabilitation Open -Cut Project No.102527 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 017823-2 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 017823-3 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 017823-4 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 017823-5 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. I — title of section removed CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised December 20, 2012 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 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 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 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] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 017839-4 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 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised July 1, 2011 999999-1 SPECIAL SPECIFICATIONS Page 1 of 18 99 99 99 SPECIAL SPECIFICATIONS 9999.0001 Traffic Permit for Utility Cut The provisions of City of Fort Worth specification 01 55 26 shall apply except as modified herein. 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Payment for this item shall be made per each Traffic Permit obtained, as needed for the project construction. 9999.0002 Proiect Designation Sign The provisions of City of Fort Worth specification 0158 13 shall apply except as modified herein. 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Payment for this item shall be made once, for the sign fabrication. The sign shall be used at each work location. 9999.0003 Work Order Mobilization (Misc Only) Less Than $100,000 The provisions of City of Fort Worth specification 0170 00 shall apply. This item shall include Mobilization and Demobilization for Work Orders with a total construction amount, less the cost for mobilization, of less than $100,000.00. 9999.0004 Work Order Mobilization (Misc Only) $100,000 to $500,000 The provisions of City of Fort Worth specification 0170 00 shall apply. This item shall include Mobilization and Demobilization for Work Orders with a total construction amount, less the cost for mobilization, of between $100,000.00 and $500,000.00. 9999.0005 Work Order Mobilization (Misc Only) Greater Than $500,000 The provisions of City of Fort Worth specification 01 70 00 shall apply. This item shall include Mobilization and Demobilization for Work Orders with a total construction amount, less the cost for mobilization, of greater than $500,000.00. 9999.0006 Work Order Emergency Mobilization (Misc Only) Less Than $100,000 The provisions of City of Fort Worth specification 01 70 00 shall apply. This item shall include Mobilization and Demobilization for Work Orders with a total construction amount, less the cost for mobilization, of less than $100,000.00. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 99 99 99 - 2 SPECIAL SPECIFICATIONS Page 2 of 18 9999.0007 Work Order Emergency Mobilization (Misc Only) $100,000 to $500,000 The provisions of City of Fort Worth specification 01 70 00 shall apply. This item shall include Mobilization and Demobilization for Work Orders with a total construction amount, less the cost for mobilization, of between $100,000.00 and $500,000.00. 9999.0008 Work Order Emergency Mobilization (Misc Only) Greater Than $500,000 The provisions of City of Fort Worth specification 01 70 00 shall apply. This item shall include Mobilization and Demobilization for Work Orders with a total construction amount, less the cost for mobilization, of greater than $500,000.00. 9999.0009 Arrow Board The provisions of City of Fort Worth specification 34 71 13 shall apply except as modified herein. Measurement for this item shall be by the week. 9999.0010 Traffic Control (Neighborhood Street) The provisions of City of Fort Worth specification 34 71 13 shall apply except as modified herein. Measurement for this item shall be per month for traffic control on a neighborhood street. 9999.0011 Traffic Control (Arterial Street) The provisions of City of Fort Worth specification 34 71 13 shall apply except as modified herein. Measurement for this item shall be per month for traffic control on an arterial street. 9999.0012 Ventilation System for Confined Entry This pay item shall be used for a ventilation system when required for safety reasons for entry into a confined space as per the General Conditions of the City of Fort Worth. Measurement for this item shall be per the each. 9999.0013 Temporary Irrigation — 3,000 SF or Less This pay item shall be used for temporary irrigation when directed by the City for an area of 3,000 square feet or less for the duration of the work order. Measurement for this item shall be by the lump sum. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-3 SPECIAL SPECIFICATIONS Page 3 of 18 9999.0014 Temporary Irrigation — 3,000 SF — 6,000 SF This pay item shall be used for temporary irrigation when directed by the City for an area greater than 3,000 square feet, but less than 6,000 square feet for the duration of the work order. Measurement for this item shall be by the lump sum. 9999.0015 Temporary Irrigation — 6,000 SF—10,000 SF This pay item shall be used for temporary irrigation when directed by the City for an area greater than 6,000 square feet, but less than 10,000 square feet for the duration of the work order. Measurement for this item shall be by the lump sum. 9999.0016 Repair Damage at Intrusion, Fill Voids & Wipe This pay item may be used by the City as directed, and paid as agreed at the unit price bid, for the repairs to a storm drain line caused by an intrusion. This would include removing the intrusion, filling any void(s) outside the storm drain, repairing the storm drain (drilling and grouting reinforcing bars and placing concrete for the thickness of the wall) and then wiping the interior surface smooth. Measurement for this item shall be by the each. 9999.0017 On -Site Consultation This item shall include all time and expenses for providing on -site consultation by the contractor. For projects that become awarded to the contractor, this item shall be subsidiary to mobilization. For projects that do not get awarded to the contractor, this item shall be paid per each site visit. 9999.0018 Construction Staking The provision of City of Fort Worth standard specification 01 7123 shall apply except as modified herein. Replace Section 1.2, Paragraph A, Item 1 Construction Staking with the following: 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1 Construction Staking a. Measurement 1) Measurement for this item shall be per Each Work Order, at the request of the City Project Manager. b. Payment 1) The work performed and the materials furnished in accordance with this item shall be paid for Each Work Order, at the request of the City Project Manager, at the price bid for "Construction Staking". 2) REMOVED CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-4 SPECIAL SPECIFICATIONS Page 4 of 18 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. 9999.0019 As -Built Survey The provision of City of Fort Worth standard specification 01 7123 shall apply except as modified herein. Replace Section 1.2, Paragraph A, Item 3 As -Built Survey with the following: 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 3 As -Built Survey a. Measurement 1) Measurement for this item shall be per Each Work Order, at the request of the City Project Manager. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for Each Work Order, at the request of the City Project Manager, at the price bid for "As - Built Survey". 2) REMOVED 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. 9999.0020 Remove Curb Inlet (All Sizes) The provisions of City of Fort Worth specification 02 41 14 shall apply except as modified herein. Storm Sewer Inlet Removal 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 Curb Inlet" for all sizes of curb inlet. 9999.0021 Remove Trench Drain (All Sizes) The provisions of City of Fort Worth specification 02 41 14 shall apply except as modified herein. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-5 SPECIAL SPECIFICATIONS Page 5 of 18 8. Trench Drain Removal 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 all sizes of trench drain. 9999.0022 2" Mill & Overlay (under 500 SY) The provisions of City of Fort Worth specification 02 41 15 and 32 01 17 shall apply except as modified herein. This unit price for this item shall apply to Work Orders with less than 500 SY of Mill and Overlay. 9999.0023 Concrete Pavement Repair, TxDOT The provisions of The Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges, dated September 1, 2024, Item 351 Flexible Pavement Structure Repair and Item 361 Full -Depth Repair of Concrete Pavement shall apply. 9999.0024 6" Concrete Alley with Rollover Curb The provisions of City of Fort Worth specification 32 11 33 and 32 13 13 shall apply except as modified herein. Rollover curb shall be subsidiary to the unit cost of Alley. 9999.0025 Remove, Salvage & Reset Brick Pavers The provisions of City of Fort Worth specification 32 14 16 shall apply except as modified herein. This item shall include removing, salvaging and resetting brick pavers to be paid by the square yard. 9999.0026 6' Temporary Fence The provisions of City of Fort Worth specification 32 31 13 shall apply except as modified herein. This item shall include placing 6' temporary chain link fence where needed to be paid by the linear foot. 9999.0027 Bonded Fiber Mulch The provisions of City of Fort Worth specification 32 92 14 shall apply except as modified herein. This item shall include using bonded fiber mulch to be paid by the square yard. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-6 SPECIAL SPECIFICATIONS Page 6 of 18 9999.0028 Pre -CCTV Inspection (SS) The provisions of City of Fort Worth specification 32 0131 shall apply except as modified herein. This item shall include CCTV for sanitary sewer lines. 9999.0029 Pre -CCTV Inspection (Storm Drain) The provisions of City of Fort Worth specification 32 0131 shall apply except as modified herein. This item shall include CCTV for storm drain lines. 9999.0030 Post -CCTV Inspection (SS) The provisions of City of Fort Worth specification 32 0131 shall apply except as modified herein. This item shall include CCTV for sanitary sewer lines. 9999.0031 Post -CCTV Inspection (Storm Drain) The provisions of City of Fort Worth specification 32 0131 shall apply except as modified herein. This item shall include CCTV for storm drain lines. 9999.0032 Trench Safety (Water & Sewer) The provisions of City of Fort Worth specification 33 05 10 shall apply except as modified herein. This item shall include trench safety for water and sanitary sewer lines. 9999.0033 Trench Safety (Storm Drain) The provisions of City of Fort Worth specification 33 05 10 shall apply except as modified herein. This item shall include trench safety for storm drain lines. 9999.0034 Concrete Collar on 18" to 27" RCP The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. Measurement and Payment for this item shall be for each concrete collar installed. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-7 SPECIAL SPECIFICATIONS Page 7 of 18 9999.0035 Concrete Collar on 30" to 48" RCP The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. Measurement and Payment for this item shall be for each concrete collar installed. 9999.0036 Concrete Collar on 54" or Larger RCP The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. Measurement and Payment for this item shall be for each concrete collar installed. 9999.0038 Utility Adjustment, Minor The provisions of City of Fort Worth specification 33 05 12 shall apply except as modified herein. This item shall include minor utility adjustments without a reconnection to be paid for on a per each basis, exclusive of other bid items, and includes all items and labor necessary and may include meter boxes, cleanouts and/or replacement of damaged meter boxes or cleanouts and surface restoration. 9999.0039 Exploratory Excavation of Existing Utilities (0'-5' Depth) Non -Design The provisions of City of Fort Worth specification 33 05 30 shall apply except as modified herein. This item shall include exploratory exploration for existing utilities between the depths of 0 and 5 feet. 9999.0040 Exploratory Excavation of Existing Utilities (5'-10' Depth) Non -Design The provisions of City of Fort Worth specification 33 05 30 shall apply except as modified herein. This item shall include exploratory exploration for existing utilities between the depths of 5 and 10 feet. 9999.0041 Exploratory Excavation of Existing Utilities (10'-20' Depth) Non -Design The provisions of City of Fort Worth specification 33 05 30 shall apply except as modified herein. This item shall include exploratory exploration for existing utilities between the depths of 10 and 20 feet. 9999.0042 Adiust Water Service CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-8 SPECIAL SPECIFICATIONS Page 8 of 18 The provisions of City of Fort Worth specification 33 12 10 shall apply except as modified herein. This item shall include adjustment without reconnection of a water service to be paid for on a per each basis exclusive of other bid items. 9999.0043 Adiust SS Service The provisions of City of Fort Worth specification 33 31 50 shall apply except as modified herein. This item shall include adjustment without reconnection of a sanitary sewer service to be paid for on a per each basis exclusive of other bid items. 9999.0044 15" RCP, Class III The provisions of City of Fort Worth specification 33 41 10 shall apply. 9999.0045 Cut -In RCP Extra Depth 8'-10' The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. This item shall include cutting in a storm drain pipe when the depth exceeds 8', but is less than 10'. This will be paid by the linear foot and is in addition to the pay item for the pipe. 9999.0046 Cut -In RCP Extra Depth 10'-15' The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. This item shall include cutting in a storm drain pipe when the depth exceeds 10', but is less than 15'. This will be paid by the linear foot and is in addition to the pay item for the pipe. 9999.0047 Cut -In RCP Extra Depth 15' or Greater The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. This item shall include cutting in a storm drain pipe when the depth exceeds 15'. This will be paid by the linear foot and is in addition to the pay item for the pipe. 9999.0048 Extra Trench Depth for 45-Inch Pipe or Less (8'-10' Trench Depth) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. Measurement for this item shall be per foot of trench depth greater than 8 feet, for trenches excavated for stormdrain pipes with 45 inch or less diameters, and trenches between 8 feet and 10 feet in depth. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-9 SPECIAL SPECIFICATIONS Page 9 of 18 9999.0049 Extra Trench Depth for 45-Inch Pipe or Less (10'-12' Trench Depth) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. Measurement for this item shall be per foot of trench depth greater than 8 feet, for trenches excavated for stormdrain pipes with 45 inch or less diameters, and trenches between 10 feet and 12 feet in depth. 9999.0050 Extra Trench Depth for 45-Inch Pipe or Less (12'-15' Trench Depth) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. Measurement for this item shall be per foot of trench depth greater than 8 feet, for trenches excavated for stormdrain pipes with 45 inch or less diameters, and trenches between 12 feet and 15 feet in depth. 9999.0051 Extra Trench Depth for 48-Inch Pipe or Greater (8'-10' Trench Depth) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. Measurement for this item shall be per foot of trench depth greater than 8 feet, for trenches excavated for stormdrain pipes with 48 inch or greater diameters, and trenches between 8 feet and 10 feet in depth. 9999.0052 Extra Trench Depth for 48-Inch Pipe or Greater (10'-12' Trench Depth) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. Measurement for this item shall be per foot of trench depth greater than 8 feet, for trenches excavated for stormdrain pipes with 48 inch or greater diameters, and trenches between 10 feet and 12 feet in depth. 9999.0053 Extra Trench Depth for 48-Inch Pipe or Greater (12'-15' Trench Depth) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. Measurement for this item shall be per foot of trench depth greater than 8 feet, for trenches excavated for stormdrain pipes with 48 inch or greater diameters, and trenches between 12 feet and 15 feet in depth. 9999.0054 Extra Trench Depth for Box Culvert (8'-10' Trench Depth) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-10 SPECIAL SPECIFICATIONS Page 10 of 18 Measurement for this item shall be per foot of trench depth greater than 8 feet, for trenches excavated for stormdrain Box Culverts, and trenches between 8 feet and 10 feet in depth. 9999.0055 Extra Trench Depth for Box Culvert (10'-12' Trench Depth) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. Measurement for this item shall be per foot of trench depth greater than 8 feet, for trenches excavated for stormdrain Box Culverts, and trenches between 10 feet and 12 feet in depth. 9999.0056 Extra Trench Depth for Box Culvert (12'-15' Trench Depth) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. Measurement for this item shall be per foot of trench depth greater than 8 feet, for trenches excavated for stormdrain Box Culverts, and trenches between 12 feet and 15 feet in depth. 9999.0057 Connect to Existing Pipe (18" to 27") The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of longer than 20 feet in length, connections to all drainage lateral pipes shall be subsidiary to the item for the stormdrain pipe or culvert. For pipe or culvert repairs of less than 20 feet in length, connections to all drainage lateral pipes shall be paid per each connection. 9999.0058 Connect to Existing Pipe (30" to 48") The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of longer than 20 feet in length, connections to all drainage lateral pipes shall be subsidiary to the item for the stormdrain pipe or culvert. For pipe or culvert repairs of less than 20 feet in length, connections to all drainage lateral pipes shall be paid per each connection. 9999.0059 Connect to Existing Pipe (54" or Larger) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of longer than 20 feet in length, connections to all drainage lateral pipes shall be subsidiary to the item for the stormdrain pipe or culvert. For pipe or culvert repairs of less than 20 feet in length, connections to all drainage lateral pipes shall be paid per each connection. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-11 SPECIAL SPECIFICATIONS Page 11 of 18 9999.0060 Connect to Existing Box Culvert (5'x5' or Less) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of longer than 20 feet in length, connections to all drainage lateral pipes shall be subsidiary to the item for the stormdrain pipe or culvert. For pipe or culvert repairs of less than 20 feet in length, connections to all drainage lateral pipes shall be paid per each connection. 9999.0061 Connect to Existing Box Culvert (Greater Than 5'x5') The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of longer than 20 feet in length, connections to all drainage lateral pipes shall be subsidiary to the item for the stormdrain pipe or culvert. For pipe or culvert repairs of less than 20 feet in length, connections to all drainage lateral pipes shall be paid per each connection. 9999.0062 15" PP Pipe The provisions of City of Fort Worth specification 33 41 13 shall apply except as modified herein. This item shall be paid by the linear foot. 9999.0063 18" PP Pipe The provisions of City of Fort Worth specification 33 41 13 shall apply except as modified herein. This item shall be paid by the linear foot. 9999.0064 18" RCP, Class III (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0065 21" RCP, Class III (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-12 SPECIAL SPECIFICATIONS Page 12 of 18 9999.0066 24" RCP, Class III (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0067 24" RCP, Class IV (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0068 27" RCP, Class III (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0069 27" RCP, Class IV (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0070 30" RCP, Class III (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0071 30" RCP, Class IV (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0072 36" RCP, Class III (Point Repair < 10 LF) CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-13 SPECIAL SPECIFICATIONS Page 13 of 18 The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0073 36" RCP, Class IV (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0074 42" RCP, Class III (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0075 42" RCP, Class IV (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0076 48" RCP, Class III (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0077 48" RCP, Class IV (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0078 54" RCP, Class III (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-14 SPECIAL SPECIFICATIONS Page 14 of 18 For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0079 54" RCP, Class IV (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0080 60" RCP, Class III (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0081 60" RCP, Class IV (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0082 72" RCP, Class III (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0083 78" RCP, Class III (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0084 84" RCP, Class III (Point Repair < 10 LF) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-15 SPECIAL SPECIFICATIONS Page 15 of 18 For pipe or culvert repairs of less than 10 feet in length, pipe/culvert repair shall be paid per each repair location. No additional payment for RCP, collars or connections shall be made. 9999.0085 Cut -In 4' Junction Box The provisions of City of Fort Worth specification 33 49 10 shall apply except as modified herein. This item shall include all work necessary for the construction of a 4'x4' junction box at a location of an existing stormdrain pipe, requiring cut -in construction and will be paid for on a per each basis. 9999.0086 Additional Depth for Cut -In 4' Junction Box The provisions of City of Fort Worth specification 33 49 10 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Junction Box depth greater than 6 feet. 9999.0087 4' Stormwater Junction Box w/ Sanitary Sewer Conflict The provisions of City of Fort Worth specification 33 49 10 shall apply except as modified herein. This item shall include all work necessary for the construction of a 4' x 4' junction box at a location with a sanitary sewer conflict and will be paid for on a per each basis. 9999.0088 4' Stormwater Junction Box w/ Extra Depth w/ Sanitary Sewer Conflict The provisions of City of Fort Worth specification 33 49 10 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Junction Box depth greater than 6 feet at a location with a sanitary sewer conflict. 9999.0089 Cut -In 5' Junction Box The provisions of City of Fort Worth specification 33 49 10 shall apply except as modified herein. This item shall include all work necessary for the construction of a 5'x5' junction box at a location of an existing stormdrain pipe, requiring cut -in construction and will be paid for on a per each basis. 9999.0090 Additional Depth for Cut -In 5' Junction Box The provisions of City of Fort Worth specification 33 49 10 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Junction Box depth greater than 6 feet. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-16 SPECIAL SPECIFICATIONS Page 16 of 18 9999.0091 Cut -In 6' Junction Box The provisions of City of Fort Worth specification 33 49 10 shall apply except as modified herein. This item shall include all work necessary for the construction of a 6'x6' junction box at a location of an existing stormdrain pipe, requiring cut -in construction and will be paid for on a per each basis. 9999.0092 Additional Depth for Cut -In 6' Junction Box The provisions of City of Fort Worth specification 33 49 10 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Junction Box depth greater than 6 feet. 9999.0093 Additional Depth >6' of Non -Standard Dia. Manhole The provisions of City of Fort Worth specification 33 49 10 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Manhole depth greater than 6 feet. 9999.0094 Additional Depth >6' of Std. 10 Ft Curb Inlet (In -Line) The provisions of City of Fort Worth specification 33 49 20 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Inlet depth greater than 6 feet. 9999.0095 Additional Depth >6' of Std. 15 Ft Curb Inlet (In -Line) The provisions of City of Fort Worth specification 33 49 20 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Inlet depth greater than 6 feet. 9999.0096 Additional Depth >6' of Std. 20 Ft Curb Inlet (In -Line) The provisions of City of Fort Worth specification 33 49 20 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Inlet depth greater than 6 feet. 9999.0097 Additional Depth >6' of Std. 10 Ft Recessed Curb Inlet (In -Line) The provisions of City of Fort Worth specification 33 49 20 shall apply except as modified herein. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-17 SPECIAL SPECIFICATIONS Page 17 of 18 Measurement for this item shall be per vertical foot of Inlet depth greater than 6 feet. 9999.0098 Additional Depth >6' of Std. 15 Ft Recessed Curb Inlet (In -Line) The provisions of City of Fort Worth specification 33 49 20 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Inlet depth greater than 6 feet. 9999.0099 Additional Depth >6' of Std. 20 Ft Recessed Curb Inlet (In -Line) The provisions of City of Fort Worth specification 33 49 20 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Inlet depth greater than 6 feet. 9999.0100 Additional Depth >6' of Std. 4' Drop Inlet The provisions of City of Fort Worth specification 33 49 20 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Inlet depth greater than 6 feet. 9999.0101 Additional Depth >6' of Std. 10' Type 2 Inlet The provisions of City of Fort Worth specification 33 49 20 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Inlet depth greater than 6 feet. 9999.0102 Additional Depth >6' of Std. 15' Type 2 Inlet The provisions of City of Fort Worth specification 33 49 20 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Inlet depth greater than 6 feet. 9999.0103 Additional Depth >6' of Std. 20' Type 2 Inlet The provisions of City of Fort Worth specification 33 49 20 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Inlet depth greater than 6 feet. 9999.0104 Additional Depth >6' of Std. 4' Dia. Manhole The provisions of City of Fort Worth specification 33 49 10 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Manhole depth greater than 6 feet. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 999999-18 SPECIAL SPECIFICATIONS Page 18 of 18 9999.0105 Additional Depth >6' of Std. 5' Dia. Manhole The provisions of City of Fort Worth specification 33 49 10 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Manhole depth greater than 6 feet. 9999.0106 Additional Depth >6' of Std. 6' Dia. Manhole The provisions of City of Fort Worth specification 33 49 10 shall apply except as modified herein. Measurement for this item shall be per vertical foot of Manhole depth greater than 6 feet. 9999.0107 Connect to Existing Inlet / Junction Box (All Sizes) The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. For pipe or culvert repairs of longer than 20 feet in length, connections to all drainage structures shall be subsidiary to the item for the stormdrain pipe or culvert. For pipe or culvert repairs of less than 20 feet in length, connections to all drainage structures shall be paid per each connection. 9999.0108 Tree Protection The provisions of the City of Fort Worth General Provisions Item 6.14 shall apply except as modified herein. Tree Protection shall be paid by the each for trees that the City Inspector directs the Contractor to install tree protective fencing and/or tree bark protection. 9999.0109 Sprinkler Repair Beyond Pipe CrossinE The provisions of City of Fort Worth specification 33 41 10 shall apply except as modified herein. This item shall include sprinkler repair outside of the pipe trench. This will be used when authorized by the inspector. It will be paid at actual invoiced cost from the irrigation company plus a markup of 10 %. CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised 3/18/2025 APPENDIX GC-6.O6.D Small Business Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 1, 2025 GC-6.06 D — Small Business Utilization Form THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 1, 2025 Small Business Utilization Form PRIME BIDDER/OFFEROR Woody Contractors, Inc. COMPANY NAME: PROJECT NAME: 2025 Citywide Storm Drain Rehabilitation Open -Cut PROJECT 102527 City's Small Business BidderlOfferor's Commitment NUMBER: Goal BID DATE: 12/4/2025 30 % 77 % Check applicable 0 Not Small small box to describe Business Business Prime Bidder/Offeror ALL SMALL BUSINESS FIRMS MUST BE CERTIFIED BEFORE BID DOCUMENTATION FROM AN APPROVED CERTIFYING AGENCY MUST BE PROVIDED WITH THIS FORM. Failure to complete this form in its entirety and submit it with the Bid/Offer may result in the bid being considered non -responsive. Should the City of Fort YVorlh determine that the Prime Bidder/Offeror is qualified for Mrard of contract, upon execution of said contract, the undersigned Prirne Biader/Ofjeror shall enter into a formal agreement i.vith the Srttall Bust"nessfjrrnr(s) listed it? this utili_ation schedule. Small Business firms listed toward meeting the project goal must be physically located in the City's marketplace at the time of bid. The marketplace is Denton. Parker_ Wise, Tarrant. and Johnson counties Certified means those small business firms that have been certified as Small Businesses by one of the following Certifying Agencies: North Central Texas Regional Certification Agency (NCTRCA), Women's Business Council — Southwest (WBCS), Dallas/Fort Worth Business Council (DFW BC), Texas Historically Underutilized Business (HUB) Program and Texas Unified Certification Program (TUP) DBE/ACDBE and Texas Department of Transportation (TXDOT) SBE Directory. Prime Bidders/Offerors are required to identify ALL subcontractors/suppliers, regardless of status. Page 1 of 4 ADDENDUM 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 102527 F06 Certified Small Business Prime/Biddd'r/Offeror Contractors, counting their self -performance towards meeting the contract goal, must be certified within those NAICS codes for the work it intends to perform. The Prime Bidder/Offeror will not make additions, deletions, or substitutions to this list without the prior approval of the City of Fort Worth. Any unjustified change or deletion shall be a material breach of contract and may result in debarment. Check this box if certified Prime Contractor services will be counted towards the Small Business contracting goal. V List Prime Contractor first and Prime Contractor's participation, expressed in dollars. Next, list certified Small Business firm names, including DBAs, as shown on their certification. Last, list non -small business firms. NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Business Name: Woody Contractors, Inc. Small Business Id Not Small Business ❑ Address (including County): 650 Tower Dr Kennedale, TX 76060- Tarrant Co. Type of Services/Supplies: Construction Management, Water, Sewer & Related Structures Construction, Underground Utilities Phone. 817-483-4787 Email- twoody202O@aol.com NAICS Code: 237110 Contact Person: Troy Woody $ AMOUNT: $2,303,000.00 NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Business Name: Lions Gate Logistics Small Business Id Not Small Business ❑ Address (including County): 2608 Timber Rd Burleson, TX 76028- Johnson Co. Type of Services/Supplies- Dump Trucking- Gravel, sand, topsoil Gravel Hauling Phone! 817-917-0668 Email: mariojoel89@outlook.com NAICS code: 484220 Contact Person: Mario Martinez S AMOUNT: $15,000.00 Revised 11.06.25 Page 2 of 4 ADDENDUM 2 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 102527 BUR, T�WORTH_,. NAMES AND ADDRESSES OF CONI'RACTORSISUPPLIERS TYPE OF SERVICESISUPPLIES PROVIDED (NAICS Required) Business Name: GJ Seeding, LLC Small Business 0 Not Smal I Business ❑ Address (including County): 1080 S Burleson Blvd Burleson, TX 7BO28- Johnson Co. Type of Services/Supplies: sod laying services, water supply & irrigation systems, silt fence, hydroseeding services Phone: 817-426-8284 Email: gjseeding@gmail.com NAILS Code: 221310, 423390, 561730 Contact Person: Gayle Juraschek AMOUNT: $4,500.00 NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Business Name: Klutz Construction, LLC Small Business 0 Not Small Business Rl� Address (including County): P.O. BOX 185 Kennedale, TX 76060- Tarrant Co. Type of services/Supplies:Concrete Structures, Concrete Flatwork Phone: 817-561-5591 Email:. charlie@kiutzconstruction.com NAICS Code: 237310 Contact Person: Charlie klutz S AMOUNT: $260,000.00 NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Business Name: Rinker Materials Small Business 0 Not Small Business &� Address (including County): 1000 N. MacArthur bled Grand Prairie, TX 75050- Dallas Co. Type of services/Supplies: Precast Concrete Supplier Phone: 972-263-2181 Email: ryan.odom@rinkerpipe.com NAICS Code: 238120 Contact Person: Casey Odom 5 AMOUNT: $225,000.00 Please include additional copies of this page if needed to list all subcontractors and suppliers. Revised 11.06.25 Page 3 of 4 ADDENDUM 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 102527 NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAILS Required) Business Name: STAline Waterworks, Inc. Small Business ❑ Not Small Business Id Address (including County): 5400 E. Loop 820 S. Fort Worth, TX 76119- Tarrant Co. Type of Services/Supplies: Pipe / Fittings Supplier Phone; 817-383-9966 Email: will.kirtley@staline.com NAICS Code: 423510 Contact Person: Will Kirtley S AMOUNT: $60,000.00 NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICESISUPPLIES PROVIDED (NAICS Required) Business Name: Texas Material Group Small Business ❑ Not Small Business ld Address (includ ing County): 420 Decker Dr, ste. 200 Irving, TX 75062 Type ofServiees/Supplies: Asphalt Supplier Phone: 214-741-3531 Email: wise.sullivan@texasmaterials.com NAICS Code: 324121 Contact Person: use Sullivan S AMOUNT: $35,000.00 NAMES AND ADDRESSES OF CONTRACTORSISUPPLIERS TYPE OF SERV ICESISUPPLIES PROVIDED (NAICS Required) Business Name: CowTown Redi Mix Small Business ❑ Not Small Business Yr Address (including County): P.O. Box 162327 Fort Worth, TX 76161- Tarrant Co. Type of services/Supplies: ReadyMix Concrete Supplier Phone: 817-454-2371 Email: maxeowtown@yahoo.com NAICS Code: 327320 Contact Person: Max Ulrich $AMOTINT: 15,000.00 Please include additional copies of this page if needed to list all subcontractors and suppliers. Revised 11.0625 Page 3 of 4 ADDENDUM 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 102527 Certified Small Business Prime/Bidder/Offeror Contractors, counting their self -performance towards meeting the contract goal, must be certified within those NAICS codes for the work it intends to perform. The Prime Bidder/Offeror will not make additions, deletions, or substitutions to this list without the prior approval of the City of Fort Worth. Any unjustified change or deletion shall be a material breach of contract and may result in debarment. Check this box if certified Prime Contractor services will he counted towards the Small Business contracting goal. ❑ List Prime Contractor first and Prime Contractor's participation, expressed in dollars. Next, list certified Small Business firm names, including DBAs, as shown on their certification. Last, list non -small business firms.. NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Business Name. Site Barricades Small Business i] Not Small Business FFr Address (including County): 4841 'Freeman Dr Fort Worth, TX 76140- Tarrant Co. Type of Services/Supplim. Barricade Supplier Phone: 817-885-7483 Email: taylor@sitebarricades.com NAICS Code: 532490 Contact Person: Taylor Stroud S AMOUNT: $40,000.00 NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Business Name: Dial Lubricants Small Business ❑ Net Small Business V Address (including County): P.O. Box 0630307 Irving, TX 75063 Type of Services/Supplies: Phone: 214-741-3531 Email: wendy@diallubricants.com NAICS Code: 423520 Contact Person: Wendy Sayre S AMOUNT: $35,000.00 Revised 11.06.25 Page 2 of 4 ADDENDUM2 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 102527 aR.� p lo— NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Business Name: Supreme Sawing & Seal Small Business Cl Not Small Business Address (including County): P.O. Box 800596 Balch Springs, TX 75180 Type of Services/Supples: Sawing Phone: 214-686-6608 Email: dina@ssstexas.eom NAICS Code: 238990 Contact Person: Dina Sierra S AMOUNT: $7,500.00 NAMES AND ADDRESSES OF CONTRACTORSISUPPLIERS TYPE OF SERVICESISLTPPLIES PROVIDED (NAICS Required) Business Name: Small Business ❑ Not Small Business ❑ Address (including County): Type of Services/Supplies: Phone: Email: NAICS Code: Contact Person: S AMOUNT: NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICES/SUPPLIES PROVIDED (NAICS Required) Business Name: Small Business ❑ Not Small Business ❑ Address (including County): Type of Services/Supplies: Phone:. Email: NAICS Code: Contact Person: S AMOUNT: Please include additional copies of this page if needed to list all subcontractors and suppliers. Revised 11.06.25 Page 3 of 4 ADDENDUM 2 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 102527 FOR_ _ TWORTH. **Dollar amounts based on a $3,000,000.00 contract, not the total amount of the bid** Total Dollar Amount of Certified Prime Bidder/Offeror Services towards contract goal $ 2,303,000.00 Total Dollar Amount of Small Business Subcontractors/Suppliers $19,500.00 Total Dollar Amount of Non -Small Business Subcontractors/Suppliers $ 677,500.00 TOTAL AMOUNT Bll) $ 3,000,000.00 By affixing a signature to this form, the Prime Bidder/Offeror agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors. The Prime Bidder/Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Prime Bidder/Offeror agrees to allow an authorized officer or employee of the City to conduct interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract to substantiate the actual work performed by the Small Business firms on this contract. A Prime Bidderr// fferor who intentionally and/or knowingly misrepresents material facts shall be debarred for a period of time of not less than o erg veaf.� �r Troy Woody ptfioazid 1 e A Printed Signature President Title Contact Name and Title (if different) Woody Contractors, Inc. 817-483-4787 Company Name Phone Number 650 Tower Dr twoody2Q20@aol.com Address Email Address Kennedale, TX 76060 City/StatelZip Code Date Revised 11.05.25 Page 4 of 4 ADDENDUM 2025 Citywide Storm Drain Rehabilitation Open -Cut City Project No. 102527 Small Business Enterprise (SBE) NOT RC Woody Contractors, Inc. Woody Contractors, Inc. 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 237110: CONSTRUCTION MANAGEMENT, WATER AND SEWER LINE NAICS 237110: WATER AND SEWER LINE AND RELATED STRUCTURES CONSTRUCTION This Certification commences August 28, 2025 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: August 31, 2027 Issued Date: August 28, 2025 CERTIFICATION NO. VWMSB28209N0827 Certsfication Administrator Small Business Enterprise (SBE) RCA Lions Gate Logistics Lions Gate Logistics 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 484220: DUMP TRUCKING (E.G., GRAVEL, SAND, TOP -SOIL) NAICS 484220: GRAVEL HAULING, LOCAL This Certification commences August 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. August 31, 2027 Issued Date: August 4, 2025 CERTIFICATION NO. HMMB22606NO827 J Certification Administrator Small Business Enterprise (SBE) NOT RCA G.J. Seeding, LLC G.J. Seeding, LLC has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 221310: WATER SUPPLYAND IRRIGATION SYSTEMS NAICS 236220: BROADCASTING STATION CONSTRUCTION NAICS 237110: IRRIGATION PROJECT CONSTRUCTION (EXCEPT LAWN) NAICS 423390: SILT FENCE AND OTHER FABRICS (E.G., FOR EROSION CONTROL) MERCHANT WHOLESALERS NAICS 561730: HYDROSEEDING SERVICES (E.G., DECORATIVE, EROSION CONTROL PURPOSES) NAICS 561730: LANDSCAPING SERVICES NAICS 561730: LAWN MULCHING SERVICES NAICS 561730: SOD LAYING SERVICES This Certification commences August 19, 2024 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: August 31, 2026 Issued Date: August 19, 2024 CERTIFICATION NO. HMSB84585NO826 (fyY ,_ �. Certification Administrator GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 1, 2025 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 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH 2O25 Citywide Storm Drain Rehabilitation Open -Cut STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 102527 Revised September 1, 2025 v e- e e ez o. v e eJ Z ze e e o _ a s y yyyyyyytitiyyti�tihhyyytiyy�r-i�v�v�in F� RE' tis a a a y a a y a.2 �n �n �n rn in r"i�v'"i in r'i��yr'i� �n v��n r-i��n vein �n �n v. �i: vin r-i�in �n �n v��n r-i��n vein in - - 000 000 m y om 000 x. o 0 0 0 0 0 0 0 �� N 0 0 0 o a o 000 0 0 00 o oee a o 0 0 0 0 0 o 0 _ O A O 7 M Y A u d a: CG - o _ p 0 0 d ti 0.° A c s s d Or e o p o 0 ry � ry 3 3 3 w 3 3 6 � Ow a, UUoo W <o � F, vvv vva. d.Uv YYCov4i N No� o 0M WQUU� U m m L4' vi U K fX LK C. 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W u U M N M N M U M v� N N O N N N N N N N N N N O N m N N N m N N N an N O N O O O N O N N O N N N N 0 N N O O N N N - 0 N 0 0 O 0 0 N O O O N N O CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 9/3012025 I...Concrete (Continues) 19/9/2022 32 13 13 Mix Des Martin Marietta R2142233 3600 psi 3-5" Slump; 4.5-7.5 % Air 19/9/2022 32 13 13 Mix Des Martin Marietta R2136224 3600 psi 3-5" Slump; 3-6 % Air 19/9/2022 32 13 13 Mix Des Martin Marietta R2141233 3600 psi 3-5" Slump; 3-6 % Air 19/9/2022 32 13 13 Mix Des AllMartin Marietta R2146038 4500 psi 3-5" Slump; 3-6 % Air 110/24/2024 32 13 13 Mix Delp Martin Marietta R2146K34 4000 psi 3-5" Sllanp; 3-6 % Air 15/5/2025 32 13 13 Mix Design Martin Marietta R2146R35 4000 psi 3-5" Sj/d�rp; 3-6% Air 15/5/2025 33 13 13 Mix Deep Martin Marietta R2146K35 4000 psi 3-5" Slump; 3-6% Air 15/5/2025 33 13 13 Mix Design Martin Marietta R2146N33 4000 psi 3-5" Slump; 3-6% Air 19/12/2023 32 13 13 Mix Delp NBR Ready Mix CLS Pl-YY 4000 psi 3-5" Slump; 3-6% Air 19/9/2022 32 13 13 Mix Design NBR Ready Mix TX C-YY 3000 psi 3-5" Sj}}�ID; 3-6% Air 19/9/2022 32 13 13 Mix Design NBR Ready Mix TX C-NY 3000 psi 3-5" Slump; 3-6% Air 11/18/2023 32 13 13 Mix Design Rid Redi Mix RRM5320A 3000 psi 3-5" Slump; 3-6%Air 11/18/2023 32 13 13 Mix Deep R�ptd Redi Mix RRM6020ASS 4000 psi 3-5" Sjytmp; 3-6% Air 2-up; 110/24/2024 32 13 13 Mix Des SRM Concrete 40350 4000 psi 3-5" 3-6% Air 110/24/2024 32 13 13 Mix De p SRM Concre e 40850 4000 psi 3-5" Slump; 3 6% Air 19/16/2024 32 13 13 Mix Design SRM Concrete 35050 3500 psi 3-5" Slump; 3-6% Air 14/28/2025 32 13 13 Mix Deap SRM Concrete 36850 3600 psi 3-5" Slump; 3-6% Air 19/9/2022 32 13 13 Mix Design Tarrant Concrete FW5320A 3000 psi 3-5" Slump; 3-6% Air 110/10/2022 32 13 13 Mix Design Tarrant Concrete TCFW6025A2 4000 psi 3-5" Slump; 3-6%Air I Class C (Drilled Shaft for Traffic Signal Pole Foundations Reference Detail 3141 10-D605) 19/9/2022 32 13 13 Mix Desp Barren Texas 36US00BG 3600 psi 5.5-7.5" Stp; 3-6%Air 16/21 /2023 32 13 13 Mix D Cow Town Redi Mix 360-DS 3600 psi 5.5-7.5" S ump; 3-6% Air 110/30/2024 32 13 13 Mix DesjW Estrada Ready Mix R36575AEWR 3600 psi 5.5-7.5" S ; 3-6% Air 19/11/2025 32 13 13 Mix Dc§p Gonzalez Brothers P6020LA 3600 psi 5.5-7.5" S ; 3-6%Air 112/5/2022 32 13 13 Mix Dmv Holcim - SOR, Inc. 1822 3600 psi 5.5-7.5" S ump; 0-3%Air 19/9/2022 3213 13 Mix Dc§p Holcim - SOR, Inc. 1859 4000 psi 5.5-7.5" Slump; 3-6%Air 14/7/2023 3213 13 Mix Dc§� L�'yyid Stone C361D14R 3600 psi 5.5-7.5" Slump; 3-6%Air 16/27/2023 32 13 13 Mix DqF Martin Marietta U2146N41 3600 psi 5-7" Slump; 3-6% Air 16/27/2023 32 13 13 Mix Desp Martin Marietta U2146K45 3600 psi 5-7" Air 15/9/2025 2 13 13 Mix DeW Martin Marietta U2146R41 3600 psi 5-7" Sr ; 3-6% Air 19/22/2024 32 13 13 Mix Design NBR Ready Mix 135K2524 3600 psi 5.5" Sump; 3-6% Air 19/22/2024 32 13 13 Mix Design NBR Ready Mix 135KO524 3600 psi 5.5" Slump; 3-6%Air I Class C (Headwalls, Wing wa Is, Culverts) 19/9/2022 3213 13 Mix Design Carder Concrete FWCC602001 4000 psi 3-5" Slump; 3-61/6Air 19/9/2022 32 13 13 Mix Deep City Con crete Cq•�FP19/9/2022 40LA2011 4000 psi 3-5" S p; 3-6% Air m; 32 13 13 Mix Despny Cow Towv Redi Mix 260-2 3600 psi 3-5" Sf amp; 3-6%Air 19/9/2022 32 13 13 Mix Dc§p Cow Town Roth Mix 360-1 3600 psi 3-5" S Wan; 3-6%Aa 19/9/2022 32 13 13 Mix Dear Cow Town Redi Mix 260-1 3600 psi 3-5" S imp; 3-6" o Air 18/11/2025 32 13 13 Mix Dc§p Cow Town Redi Mix 275 With 20% Fly Ash 5000 psi 4fi" � illy: 3-6% Air 19/ I 1 /2025 32 13 13 Mix Design Cow Town Redi Mix 375 5000 psi 4-6" S ump: 3-6% Air 11/29/2024 32 13 13 Mix Design Estrada Ready Mix R3655AEWR 3600 psi 3-5" Slump; 3-6%Air 19/9/2022 32 13 13 Mix Desp GCH Concrete Services GCH4000 4000 psi 3-5" �1J� ; 3-6%Air 14/1/2023 32 13 13 Mix Dq p Martin Marietta 310LBP 3600 psi 3-5" E,� 4-7% Air 18/302023 3213 13 Mix Delp Martin Marietta R2141P30 4000 psi 3-5" S�urnp; 3-6% Air 19/9/2022 32 13 13 Mix Dc§ p Martin Marietta R2146035 4000 psi 3-5" Sr;"/o Air 19/9/2022 32 13 13 Mix Desp SRM Concrete 40050 4000 psi 3-5" S ; 3-6" o Air 19/9/2022 3213 13 Mix Dc§p SRM Concrete 35022 With 20%Fly Ash 3600 psi 3-5" S ump; 3-6%Air 19/9/2022 3213 13 Mix Design Tarrant Concrete FW6020A2 4000 psi 3-5" Slump; 3-6%Air I Class P Machine Placed Pav-ngl 14/3/2025 3213 13 Mix I Bj� own Concrete 4511 3600 psi I-3" Slump; 3-6% Air 14/3/2025 32 13 13 Mix Deep Btn,Town Concrete 4411 3600 psi I-3" S ; 3-6%Air 16/30/2025 32 13 13 Mix Dent B�i Town Concrete 5211 With 20% Fly Ash 4000 psi 1-3" S ; 3-6% Air 16/30/2025 3013 13 Mix Dc§p N Town Concrete 52113 With 30% Slag 4000 psi 1-3" ; 3-6%Air 16/30/2025 3013 13 Mix Design Big Town Concrete 5311 4000 psi I-3" S ump; 3-61/6 Air 19/30/2025 301313 Mix Design Burnco Texas 40U553BG With 20%Fly Ash 4000 psi I-3"Slump; 3-6%Air 1 31 13 13 Mix Desp Borneo Texas 40U533BG 400tSpsi I-3" Sjypm; 3-61/,Ar 19/9/2022 32 13 13 Mix Dq p Carder Concrete FWCC552091 3600 psi 1 -3" S�;,"'„,",; 3-6°!o Air 19/9/2022 32 13 13 Mix De§jP Carder Concrete F W CC602091 4000 psi I-3" S ump; 3-6% Air 19/9/2022 32 13 13 Mix Dc§p City Concrete CIff"y 36LA2011 3600 psi I-Y Sty 3-6%Air 19/9/2022 33 13 13 Mix Dear is Cow Town Red' tx 257-M 3600 psi 1-3"Sump; 3-6%Air 111/14/2022 3213 13 Mix De§p Cow Town Redi 357-M 3600 psi I-3" § 3-6%Air 19/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi t-3" Slump; 3-6% Air 19/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi 1-Y Slump; 3-6% Air 12/6/2024 32 13 13 Mix Desp Estrada ReadvMix TD3655AEWR 3600 psi I-3" $jJ� ; 3-6%Air 15/20/2025 32 13 13 Mix Dq p Gilco ContractmR Inc 36MP1643 3600 psi 1-3" S[gptp; 3-6% Air 16/202025 32 13 13 Mix De§jp Gilco Contracting Inc 36MP1629 3600 psi I-3" S ump; 3-6% Air 17/29/2025 32 13 13 Mix Dc§p Gilco Contracting Inc 36NW1655 With 20%Fly Ash 3600 psi I-Y S ; 3-6%Air 17/29/2025 32 13 13 Mix Dear Gilco Contractij� Inc 36MP 1670 3600 psi 1-Y S ; 3-6% Air 15/12/2025 32 13 13 Mix Dc§p Hotel,.- SOR, Inc. 1703 4000 psi 1-3" ; 3-6%Air I8/4/2023 32 13 13 Mix Design Martin Marietta 4000 psi I-3" Sump; 3-6%Air 111/2/2022 32 13 13 Mix Design Martin Marietta �2141R27 2141K30 4000 psi I-3" Slump; 3-6%Air Page 2 of 6 11111 Hill Hill Hill I Hill I Hill I lill 11 lill 11 QFbbb �F -.g g g e e g P g g g e g -.g z g g E E Ee5 El E a, E E Fa a, EEl E 11 a, El E, E E, D3 D3 V, Ul U3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - . - - — . - - . . - - . . - - . . -- - - . . - - . . - - - . . - . . . . . . . . . . . . . . . . . . . . . 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N N ON N N F � U. 31 c'jUU i> U UU U U U U U V v U U U I IL b 0 N yy h 01 UCC UCC Ucc Cp7 = f U f U f U f U f �o:. roa aria m°amn. gq o 0 0 0 0 0 0 0 0 g U U U U U U. U U A s y d -en O A y U U g y v 0 - u U GLJ 3 rn rn U rn U (n U v"i in y a v v a O N v v N v v v v 14 FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approv Spec No. lClasssification, I Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 07/23/97 3305 13 Urethane Hydrophilic Wateramp Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412/D792 04/26/00 3305 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 3305 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 3305 13 HDPE Manhole Adjustment Ring's Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area 5/13/05 330513 Manhole Extemal Wrap Canusa - CPS Wra idSeal Manhole Encapsulation Sstem Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26199 1 3339 13 1 Fiber lass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non -traffic area 08/30/06 33 39 13 Fiber lass Manhole L.F. ManufacturingNon-trat5c area Water Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) 33 05 13 IManhole Frames and Covers Western Iron Works, Bass & Hap Foundry 1001 24"x40" VD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers Westem Ton Works, Bass & Ha Found 30024 24" Dia. 33 05 13 Manhole Frames and Covers McKinley cKinle Iron Works Inc. A 24 AM 24" Dia. 08/24A S 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 3305 13 Manhole Frames and Covers Sigma Corporation MH-144N 3305 13 Manhole Frames and Covers Sigma Corporation MH-143N 3305 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 3305 13 Manhole Frames and Covers Neenah Castin 24" di.. 10/31/06. 3305 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25103 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 01/31/06 33 05 l3 30" Dia. MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1483 Designs AASHTO M306-04 30" Dia. 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia 07/19/11 330513 30" Dia. MH Ring and Cover Star Pie Products MH32FTWSS-DC 30" Dia 08/10/11 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 10/14/13 1 3305 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works 30" ERGO XL Assembly with Cam Lrek/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/OILIZ 34 05 13 30" Dia. MH Ringand Cover kable) CI SIP Industries 2280 32" ASTM A 48 30" Dia. l2/OS/23 34 05 13 30" Dia. MH Ringand Cover Hin ed &Lockable) CI SIP Industries 4267 WT - Hi ed 32" ASTM A 48 30" Dia. CAP-ONE-30-FPW, Composite, w/ Lock 33 05 13 M 3305 13 M 33 05 13 M 3305 13 M 03/08/00 3305 13 M 04/20/01 3305 13 M Water & Sewer - 33 39 10 IM ti 2Q in 1. ASTM C-478; ASTM C-923; 03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pip. and Products, LLC 48" & W" I.D. Manhole w/32" Cone ASTM C443 03/07/23 33 39 20 Manhole, Precast(Reinforced Polymer) Concrete P3 Polymers, RockHardsc 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole. Precast (Reinforced Polvmer) Concrete Amitech USA Mover Polvcrete Pioe For use when Std. MH cannot be " From Original Standard Products List 1 FORT WORTH.. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsification I Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious 05/20/96 El-14 Manholc Rehab S stems Sprayrog, Spray Wall Polyurethane Coatitur ASTM D639/13790 12/14/01 Coming for Corrosion rotection Exterior ERTECH Series 20230 and 2100 (As hatic Emulsion) Structures Ool 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SIHB, SI, S2 Acid Resistance Test I Sewer Applications 8/2&2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 03/19/I8 33 OS 16, 33 39 10, 333920 IC.for Corrosion rerection(Exterior) Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade (As hatic Emulsion) For Exterior Coating of Concrete Structures only Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) 33 05 13 IM.h.lc Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 I3 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1249 For 24" dia. 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 33 05 13 Manbole Insert Southwestern Packing & Seals, Inc. Lifesaver - Stainless Steel For 24" die. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless. Steel For 24" dia Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09714/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casio Spacers Pipeline Seal and Insulator Coated Steel Casing Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powcrscal 4810 Powerchoek Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spaecr(Stainless Steel) 03/19/18 Casing Spacers• BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non pressure Pipe and Grouted Casing 03/29/22 3305 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 09/03/24 33 05 D Casing Spacers Raci (Completely HDPE) Per Manufacturers Requirements (Sewer Applications Only) S" _ 12" (Sewer Only) Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thou 24" 08/24/1S 33 It 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C 151 4" thou 30" 08/24/18 33 It 10 Ductile Into Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C 151 4" thou 30" " 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C15I " 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C15I Water & Sewer - Utility Line Marker (08/24/20181 Sewer - Coatings/EDoxv 33-39-60 (01/O8/13) 02/25/02 E oxy Lining System Sauereisen, Inc Se —Gard 21IRS LA Cowry #210-1.33 12/14/01 E oxy Lining System Ertech Technical Coatings Ertsch 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SIHB, Sl, S2 Acid Resistance Test Sewer Applications 8/28/2006 coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.RI. USA, Inc. D025LTP02 Con osite Body) Sewer - Pipes/Concrete E1-04 I Cone. Pipe, Reinforced Wall Concrete PipeCo. Inc. ASTM C 76 El-04 Conic. Pipc, Reinforced Hydro Conduit Corporation Class III T&G. SPL Item #77 ASTM C 76 E1-04 Conic. P' e, Reinforced Hanson Concrete Products ASTM C 76 E1-04 Cone. Pi e, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer -Pipe Enlarement System (Method)33-31-23 (01/18/13) PIM System PIM Corporation Pol cth lene PIM Corp., Piscam Way, N.J. A roved Previousl McConnell S terns McLat Construction Polyethylene Houston, Texs A roved Previousl TRS S [emsI Trenchless Replacement System polyethylene Calgary, Canada Approved Previously Sewer- Pipe/Fiberglass Reinforced/ 33-31-13(1/8/13) 7/2V97 3331 13 Cent. Cast Fiber lRF obos Pie USA, Inc. Hobos Pi on-Pesure) ASTM D32621D3754 03/22/10 3331 13 be Fir IasPi aF Ameron Bondstrand RPMP Pic ASTM D3262/D3754 04/09/21 3331 13 Glass -Fiber Reinforced Polymer Pie RP Thompson Pipe Group Thompson Pipe Flowtite ASTM D326203754 03/07/23 3331 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP ASTM D3262, ASTM D3681, ASTM D4161, AWWA M45 09/03/24 3331 13 Fiberglass Pipe (FRP) Supedit Boru Sanayi A.S. Superlit FRP ASTM D3262, ASTM D3517, ASTM 3754, AWWA C950. " From Original Standard Products List FORT WORTH.. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer - Pipe/Polymer Pipe 4/14/05 Pol er Modified C-cretePip, Amitech USA MCM Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V 06/09/10 EI-9 Reinforced P.1yrner Concretc Pie US Com site Pie Reinforced Polymer Concrete Pie ASTM C-76. Sewer - Pipes/HDPE 33-31-23(1/8/13) Hi -dansiry pollyethylerre pipe Phillips Driseo i e, Ine. Opticare Ductile Polyethylene Pie ASTM D 1248 8" FR-densitypolyethylerre pipe Plcsco Inc. ASTM D 1248 8" Hi-deasit of eth lena pipe Pony Pipe, Inc. ASTM D 1248 8" 14ih-density polyethylene, pipe CSR Hydro Conduit/Ti eline Systerns McConnell Pipe Enlargement ASTM D 1248 Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 1 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jelstream PVC Pressure Pipe AW WA C900 4" d— 12" 10/22/14 1 33-1142 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) 33-31 20 PVC Sewer Pic J-M Manufacturing Co. Inc. JM Eagle) SDR-26 (PSI 15) ASTM D 3034 4" - 15" 12/23/97• 33-31-20 PVC Sewer Pipe Diamond Plastics Co oration SDR-26 (PSI 15) ASTM D 3034 4" 0vu 15" 33-31-20 PVC Sewer Pipe Lamson V lon Pie SDR-26 (PSI 15) ASTM D 3034 4" thm 15" 12/05/23 33-31-20 PVC Sewer Pie Vin ltech PVC Pie SDR-26 (PSI 15) ASTM D3034 4" thru 15" 12/05/23 33-31 20 PVC Sewer Pie Vin ltech PVC Pie Gravity Sewer PS 115 ASTM F 679 18" 33-31-20 PVC Sewer Pi J-M Manufacturing Co, Inc. JM Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 1PVC Sewer Fittings Barco SDR-26 PS 115 ) Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" " 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake) Gasketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 31 20 PVC Sewer Pie Pi life Jet Stream SDR 26 PS 115 ASTM F679 18"- 24" 3/19/2018 33 31 20 PVC Sewer Pie Pi life Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 10/2112020 33 31 20 PVC Sewer Pie NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 31 20 PVC Sewer Pi Sanderson Pi Co . SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pie NAPCO(Westlake) SDR 26 PS 115 ASTM F-679 18"- 36" " From Original Standard Products List FORT WORTH.. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-I8-25 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Appurtenances 33-12-10 (07/Ol/131 09/03/24 33-12-10 Double Strap Saddle Ford Meter Box Co., Inc. 202B V-2" SVC, up to 16" Pipe 01/I9/18 33-12-10 Double Strap Saddle Ro-c 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double SS Strap DI Saddle .AWWA C800 1"-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerscal 3450AS, Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,610OMT & 61OMT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6I00K 6100TM and 6101M ]Y" and 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. FB600-6-NL, FB1600-6-NL, FV23-666-W- NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. FB6004-NL, FB16004-NL, BI1-444-WR- NL, B22444-WR-NL, L28.44NL AWWA C860 I" 5/25/2018 33-12-10 Curb Sto s-Ball Meter Valves Mueller Co. Ltd. B-25000N, 13-24277N-3. B-2020ON-3, H- 15000N , H-1552N, H142276N AWWA C800, ANSF 61, ANSUNSF 372 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-2020ON-3, B-24277N-3,11- 15000N, H-14276N, H-15525N AWWA C800, ANSF 61, ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-2020ON-3,H-15000N, H- 15530N AWWA C800, ANSF 61, ANSI/NSF 372 V 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1 "-2" Taps on up to 12" 0/5/21 / 12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29: _'_ 3342-25 Tappingg Sleeve Coated or Stainless Steel JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steep Powerseal 3490AS (Flange) &3490MJ 4%8"and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steep Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 3 ;-12-25 Tappingg Sleeve Stainless Steel Ronnie SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 lJoint Repair Clamp Po -seal 3232 Bell Joint Repair Clam 4" to 30" Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW37C-12-IEPAF FTW Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW39C-12-IEPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-IEPAF FTW Class"A" Concrete Meter Box Bass & Hays CMB37-B12 1118LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual. 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) None Water - Combination Air Release 33-31-70 (01/08/131 " El-I1 Combination Air Release Valve CA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" 12" El-1] lCorobi.ation Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 11" 1" & 2" E1-11 1 Combination Air Release Valve Valve and Primer Corp. APCO #143C. 4145C and 4147C 1", 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/141 10/01/87 E4-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Bartel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-142 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E4-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E4-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire H rant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10/14/87 &IA2 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing FH-12 A-423 Super Centurion 200 AWWA C-502 10/09/87 E4-12 Dry Barrel Fire Hydrant U.S. Pip. & Foundry Shop Drawing No. 960250 AWWA C-502 09/1687 E-1-12 Dry Bartel Fire Hydrant American Flow Control AFC Waterous Pacer WB.67 AWWA C-502 08/12/16 33-1240 Dry Barrel Fire Hydrant EJ East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/43 EI01-5 Detector Check Meter Ames. Company Model 1000 Detector Check Valve AWWAC550 4"-10" 08/05/04 Magnetic Drive Vertical Turbine Hcsy Magnetic Drive Vertical AWWA C701, Class 1 " From Original Standard Products List FORT WORTH.. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-I8-25 Approvall Spec No. Classsification I Manufacturer I Model No. I National Spec I Size Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 12/05/23 33-11-12 PVC Pressure Pipe Vin ]tech PVC Pie DR14 AWWA C900, AWWA C605, ASTM D1784 4"-16" 12/05/23 33-11-12 PVC Pressure Pie Virtyltech PVC Pie DRIB AWWA C900, AWWA C605, ASTM D1794 16"-18" 09/03/24 33-11-12 PVC Pressure Pie Northern Pipe Products DR14 AWWA C900, AWWA C605, ASTM D1784 4"46" 09/03/24 33-11-12 PVC Pressure Pie Northern Pipe Products DRI8 AWWA C900, AWWA C605, ASTM D1784 16"-18" 3/19/2018 33 1112 PVC Pressure Pie Pi life Jet Stream DRl4 AWWA C900 4"-12" 3/1912018 33 It 12 PVC Pressure Pie Pi elite Jet Stream DRIB AWWA C900 16"-24" 5/25/2018 33 1112 PVC Pressure Pie Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25I2018 33 11 12 PVC Pressure Pie Diamond Plastics Cor oration DR 18 AWWA C900 16"-24" I2/6/2018 33 It l2 PVC Pressure Pipe J-M Manufacturing Co, Inc d/b/a 1M Eagle DR 14 AWWA C900-16 UL 1295 ANSI/NSF 61 FM 1612 4"11" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co, Inc d/b/a 1M Eagle DR 18 AWWA C900-16 UL 1295 ANSI/NSF 61 FM 1612 16" 24" 9/6/2019 33 1112 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC .AWWA C900 4" - 8" 9/62019 3311 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"-24" 9/6/2019 33 1112 PVC Pressure Pipe NAPCO(Wcatlake) DR14 AWWA C900 4"- 12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 .AWWA C900 4"- 12" Water - Pipes/Valves & Fittines/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products. Inc. Mechanical Joint Fittings AWWA C153 & C110 El-07 Ductile Iron Fittin Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 EI-07 Ductile Iran Fittin s McWane/T ler Pi Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AW WA C 153, C 110, C III 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mccbanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AW WA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flan a Uni-Flange Series 1400 AWWA C111/CI53 4" to 36" 05/14/99 EI-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flan a Uni-Flange Series 1500 Circle -Lock AW WA Cl I 1/CI53 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bait Restrained Joint Fitting AWWA CI I I/Cl I6/C 153 4" to 12" 02/29/l2 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron., Inc. Megalug Series 1100 (for DI Pipe) AWWA CI I I/C 116/C 153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iran, Inc. Megalug Series 2000 (for PVC Pipe) AWWA CI11/C116/CI53 4" to ". 08/05/04 EI-07 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lak SLC4-SLC10 AWWACIII/CI53 4"to.10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLCS4-SLCS 12 AWWACIII/C153 4" to 12" 08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA CI11/CI53 12" to 24" 08/10/9s E1-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lak SLDE AWWAC153 4"-24" 10/12/10 EI-24 Interior Restrained Joint System S & B Techadal Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to IT' 04/07/69 Interior Restrained Joint System Hultec Hydrogrip-R ASTM D395, D412. D471, D573, D883, D1149, D 1229, D1349, D1414, D1415, D1566, F913 4'-12" 08/16/06 EI-07 Mechanical Joint Fillings SIP Industries Scram or Mechanical Joint Fittings AWWA CI53 4" to 24" 11/07/16 334 1-1 1 Mechanical Joint Retainer Glands Star Pi Products, Inc. PVC Stargrip Series 4000 ASTM A536 AWWA Cl 11 11/07/16 3341-I1 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AWWA CI I I 03,119/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries Scram ore EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48" 03112I s 33-11-11 Mechanical Joint Retainer Glands SIP Industriee(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTMA536AWWACIII 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands Sff Industries Scram (B) EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC Pipe ASTM A336 AW WA Cl l l 16"-24" " From Original Standard Products List FORT WORTH.. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsification I Manufacturer Model No. National Spec Size Water - PipesNalves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 l6" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 SO 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 SD 94-20247 AWWA C515 16" 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 Ductile Iron AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 I Resilient Wedge Gate Valve Anacri—AVKC—pany American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" E1-26 Resilient Seated Gate Valve M&H 4" - 12" EI-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/09,99 Resilient Wedge Gate Valve Mueller Co. Series A2361 SD 6647 AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" SO 6709 AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36" C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 I" and 48" 01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV SD D-20995 AWWA C515 16" 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve SD D-21652 AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" Note 3 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 EI-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420-stem, 4"- 12" E1-26 Resilient Seated Gate Valve U.S. Pipe and FoundryCo. Metrmeal 250. requirements SPL #74 3" to. 16" l0/26/I6 33-12-20 Resilient Sealed Gate Valve E7 East Jordan Iron Works FJ F1owMester Gate Valve &Boxes 08/24/18 1 IMateo Gate Valve Matco-Nmea 225 MA I AWWA/ANSIC115/An21.15 4" to 16" Water - PipesNalves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) E1-30 Rubber Seated Butterfly Valve HenryPratt Co. AWWA C-504 24" EI-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezmik Valves Co. AWWA C-504 24" and larger 06/12/03 E1-30 Vahnadc American Butterfly Valve Vamratic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33 1221 Rubber Scaled Butterfly Valve G. A. Industries Golden Anderson AWWA C504 Butterfly Valve AWWA C-504 30"-54" 09/03/24 33 1221 Rubber Seated Butterfly Valve American AVK Company AWWA C504 Butterfly Valve Class 250B AWWA C-504 24" - 48" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 IPolyethylem, Encasment Flcxsol Packaging Fulton Enterprises AWWA C105 8 mil LLD 05/12/05 E1-13 Pal etli lone Encasment Mountain States Plastics MSP and AEP Ind. Standard Hardware AWWA C105 8 mil LLD 05/12/05 E1-13 Pol eth lenc Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD 09/06/19 33-1 I-11 lPolyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 all LLD Water - Sampling Station 03/07/23 33 12 50 Water S—,Iina Station Ku ferle Foundry Company Eclipse, Number 88 , 12-inch Depth of Buy As shown m spec. 33 12 50 09/01F24 344-2 M lWaaef saaepli.8 Station �.ne. - - - This product removed Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller H dro ard HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN-2-PVC-018-LPLG(Permanent 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800we 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The FortWorth Water Department's Standard Products List has been developed to minimize the submittal review ofproducts which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements ofthe Technical Specification whether or not the specific product meets the Fast. Worth Water Department's Standard Specifications or is on the Fort Worth Water Yellow Highlight indicates recent changes " From Original Standard Products List FORT WORTH. Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: 2025 Citywide Storm Drain Rehabilitation Open -Cut M&C: 26-0177 CPN: 102527 CSO: DOC#: 1 Date: To: Name Department Initials Date Out I . Troy Woody — Review Woody Contractors, Inc. twoody202O@aol.com Contractor /40 Troy woody 04/01 /2026 2. Pratima Poudyal - Review TPW Project Manager PdPa` 04/01 /2026 3. Thanaa Maksimos - Review TPW Program Manager TM 04/01 /2026 4. Lissette Acevedo - Review TPW Sr. CPO o�v 04/06/2026 5. Patricia Wadsack - Review TPW Asst. Dir. PLW 04/08/2026 7. Lauren Prieur - Signature TPW Dir. IMF ( 04/10/2026 8. Doug Black - Signature Legal 04/1 s/2026 9. Jesica McEachern - Signature ACM ` ,art 04/18/2026 11. Jannette Goodall - Signature CSO 04/20/2026 12. Allison Tidwell - Review CSO 04/22/2026 13. TPW—SW—Contracts TPW SW DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review and take the next steps. NEEDS TO BE NOTARIZED: ❑YES ®No RUSH: ❑YES ®No SAME DAY: ❑YES ❑No NEXT DAY: ❑YES ❑No ROUTING TO CSO: ®YES ❑No Action Required: ❑ As Requested ❑ For Your Information ® Signature/Routing and or Recording ❑ Comment ❑ File ❑ Attach Signature, Initial and Notary Tabs Return to: tpw sw contracts(&fortworthtexas.2ov Call 817-229-3283 with questions. Thank you! FORT W City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Woody Contractors, Inc. Subject of the Agreement: 2025 Citywide Storm Drain Rehabilitation Open -Cut M&C Approved by the Council? * Yes ® 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 ® No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No ® If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: If different from the approval date. Expiration Date: If applicable. Is a 1295 Form required? * Yes ® No ❑ *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 102527 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes ® 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.