The URL can be used to link to this page

Home My WebLink About065520 - Construction-Related - Contract - William J. Shultz, Inc. dba Circle C Construction CompanyCSC No. 65520 FoRTWORTH SANITARY SEWER PIPE ENLARGEMENT CONTRACT 2026 City Project No. 106717 Fort Worth Water Department OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX FORT WORTH_ CONTRACT FOR THE CONSTRUCTION OF SANITARY SEWER PIPE ENLARGEMENT City Project No. 106717 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Chris Harder Director, Water Department Prepared By The City of Fort Worth WATER DEPARTMENT 2026 CITY OF FORT WORTH, TEXAS WATER DEPARTMENT SANITARY SEWER PIPE ENLARGEMENT CONTRACT 2026 City Project No. 106717 CHRIS HARDER DIRECTOR WATER DEPARTMENT 2026 // APPROVED n 7 (b � S � ojt7 � TONYSHOLOLA, P.E., ASSIS ANT DIRECTOR, WATER DEPARTMENT RECOMMENDED DATE FORT WORTH, City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Pagel of 8 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 0011 13 Invitation to Bidders 02/08/2024 0021 13 Instructions to Bidders 09/01/2025 0035 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Form 09/19/2025 00 42 43 Proposal Form Unit Price 09/30/2021 0043 13 Bid Bond 09/30/2021 00 43 37 Vendor Compliance to State Law Nonresident Bidder 09/30/2021 0045 11 Bidders Prequalifications; 08/13/2021 0045 12 Prequalification Statement 09/30/2021 0045 13 Prequalification Application 06/13/2025 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 41 Small Business Goal 9/01/2025 00 52 43 Agreement 9/19/2025 0061 13 Performance Bond 12/08/2023 0061 14 Payment Bond 12/08/2023 0061 19 Maintenance Bond 9/19/2025 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 09/01/2025 00 73 00 Supplementary Conditions 9/19/2025 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 29 75 Materials On Hand 9/19/2025 01 31 19 Preconstruction Meeting 09/01/2025 01 3120 Project Meetings 07/01/2011 01 32 16 Construction Schedule 10/06/2023 01 3233 Preconstruction Video 07/01/2011 013300 Submittals 12/20/2012 01 35 13 S ecial Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 5000 Temporary Facilities and Controls 09/19/2025 01 5526 Street Use Permit and Modifications to Traffic Control 03/22/2021 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Signage 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 01 78 39 Project Record Documents 07/01/2011 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Date Division 02 - Existing Conditions Modified 9241-3 Solo 4iye cite no..,..e4ti,.. 0241 14 Utility Removal/Abandonment n2 n i i c Division 03 - Concrete Division 26 - Electrical Division 31- Earthwork Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 2 0 29 2 1 1 29 �7 Lime T,-ea4e a Kifi, ('�,uFses- Z')�-3 Gom ea4 Treate a Rase (`A,,,, -sus, Z7 27 17 6 �v Asphalt Paying Z 321 2 1 Z 3324-3 M CeneFete Sidewalks, Driveways Free Ramps and -Bafr-ier- 2 7 1 Z 7- 324446 � Br-iek Unit Paying Z 7�-3 32 17 23 Pavement Markings Z' 3231 13 Chain Fences and Gates 32 31 26 Wire Fences and Gates CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 32 31 29 Wood Fences and Gates 32 32 3 9 Topsoil Plae-ment and Finishing of PaFkways 292,E 32 92 , n Non Na4ive Seeding 32c»,c 32-93-4-3 Trees and Shfabs Division 33 - Utilities CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 WE 1Sanitary Sewer Service Connectionsand Service Line •IF • •.� • _S ._now r OR .• 1 ortation .. . ETIM MAWAN• .. •_ ._ ZVEI .. .. -� '- .. 'Traffic Control Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.goy/tpw/contractors/ or https:Happs.fortworthtexas.2ov[ProjectResources/ Division 02 - Existing Conditions Last Revised 0241 13 1 Selective Site Demolition 03/11/2022 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 8 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -hi -Place Concrete 06/13/2025 0334 13 Controlled Low Strength Material CLSM 03/07/2025 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical Division 31- Earthwork --- ...MINIMUM .. •, 11 • . • 12/20/2012 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 03/20/2026 32 01 28 Full -Depth Concrete Pavement Panel Replacement and Spall and Crack Repair 03/20/2026 32 01 29 Concrete Paving Trench Repair 12/12/2025 3244-2-3 Flexible Base-Gotfftses 12/20/2012 �9 r2,-20rav1z 3244-3 Gemer+Tr-e e Brier ,,,moo- n�n�22 0Qio�4-5 3212 16 Asphalt Paving 6/07/2024 32 13 13 Concrete Paving06/13/2025 32 1320 Concrete Sidewalks, Driveways and Barrier Free Rams 12/09/2022 2 i4 71 12QO/20 i 32 14 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 2 i 7 2- �n-z� 0640,420 �.z 3247-z7 r1r042013 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 3291 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 3292 13 Sodding 05/13/2021 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 3292 14 Non Native Seeding 05/13/2021 3292 15 Native Grass and Wildflower Seeding 10/06/2023 ---4-3 z-r,,-avrav iz Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 01 31 Closed Circuit Television (CCTV) Inspection - Sanitary Sewer 03/11/2022 33 01 32 Closed Circuit Television CCTV Inspection - Storm Drain 12/08/2023 3303 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33-04 0 jein4 Bending and Hleetmfiea4 1solatieft , 2�12 3 nn , , r,,....esio,, r,.rt,.,,, Tort Stations- , 2 L20QOQ , �� i�ii 3 nn 3nSefviees09149i 02 33-0440 02 in�13 �o Cleaning of Pipes �,-n,-zM 3305 10 Utility Trench Excavation, Embedment, and Backfill 06/13/2025 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings 09/09/2022 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 03/11/2022 3305 17 Concrete Collars 03/11/2022 33--05-20 , 2�tz 33 05 22 Steel Casing Pie 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 12/09/2022 3 05 2ti , 2 O/20, 2 33 nc �n �� 12Q0/204- �, ,moo 33-44--0-5 Bolts, s .,* i'_askets o Nt� , 7 /7 i 33 11 10 Ductile Iron Pie 12/09/2022 33 11 11 Ductile Iron Fittings 09/20/2017 3 , , ,Pr-essiffe09109/20 33, , ,Bar-ype03,107 2025 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 3=Rubber-04 i�9 33-12-2-5Water-02,106,42013 3 , 2 z nfor-, 240/2 4- 3342-4o n, /0 4 '22�nv 12/1 5 ono 06119Qn,�� 3331 12 Cured in Place Pipe CIPP 12/20/2012 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 3331 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 33 31 22 Sanitary Sewer Slip Lining 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012 3339 10 Cast -in -Place Concrete Manholes 12/13/2024 33 39 20 Precast Concrete Manholes 12/13/2024 33 39 30 Fiberglass Manholes 12/13/2024 33 39 40 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Liners for Sanitary Sewer Structures 04/29/2021 3 ei in �o n�m1/20i o-�-�,zPn 334444Polyethylene12QO/2012 iiii� 9 33 441- 06/lvvrxvr 022 P-46-N t 2zzr20/2012 3T Slotted Stefm4Xains n7 mown 3 n� 0- �--Tv-vz n7mi 20 i mTv�rsysz 33 49 10 Cast -in -Place Manholes and Junction Boxes 12/13/2024 3349-40 n7/non ..ED .. �WANKS 91 10-111-11 .. •. .. _ ■ . I _ .. _ ■ .. _ ■ .VS- 313 _ .. Traffic Control 1 1 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix Page 8 of 8 GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Small Business Utilization Form GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 6/11 /26, 3:19 PM M&C - Council Agenda City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, June 9, 2026 LOG NAME: 6026SSPIPEEN LARGEMENT-Cl RCLEC REFERENCE NO.: **M&C 26-0446 SUBJECT: (ALL) Authorize Execution of a Contract with William J. Schultz, Inc. dba Circle C Construction Company, in the Amount of $1,000,000.00 for 2026 Sanitary Sewer Pipe Enlargement, with Two Optional Renewals, 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: 1. Authorize execution of a contract with William J. Schultz, Inc. dba Circle C Construction Company, in the amount of $1,000,000.00, for 2026 Sewer Main Pipe Enlargement with two optional renewals; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund in the amount of $1,300,000.00, transferred from available PayGo funds within the Water and Sewer Fund, for the purpose of funding the Sewer Main Pipe Enlargement Contract 2026 project (City Project No. 106717) to effect a portion of Water's contribution to the Fiscal Years 2026-2030 Capital Improvement Program. DISCUSSION: The purpose of this Mayor and Council Communication (M&C) is to authorize execution of a contract with William J. Schultz, Inc. dba Circle C Construction Company, in the amount of $1,000,000.00, for the 2026 Sanitary Sewer Pipe Enlargement Contract, with two optional renewals. The work to be performed under this contract consists of replacing deteriorated sanitary sewer mains by trenchless pipe enlargement methods at locations where open cut replacement via trenching is not feasible. 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 $1,000,000.00. Final payments will be made based on actual measured quantities. The bid documents also included a stipulation giving the City the option to renew (subject to appropriated funding) this contract two times under the same terms, conditions and unit prices. The project was advertised for bid on March 18, 2026, and March 25, 2026, in the Fort Worth Star - Telegram and on April 16, 2026, the following bid was received: Bidder William J Schultz, Inc. dba Circle C Construction Company Amount Time of Completion $4,320,607.82 36 s Calendar Y Staff has reviewed the proposed unit prices and considers them to be fair and reasonable. Small Business (SB) Goal — William J. Schultz, Inc. dba Circle C Construction Company is a certified small business and is in compliance with the City's Small Business Ordinance. apps.cfwnet.org/ecouncil/printmc.asp?id=34488&print=true&DocType=Print 1 /3 6/11/26, 3:19 PM M&C - Council Agenda In addition to the contract amount, $300,000.00 is required for project management, real property acquisition, 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, additional funding needs are identified, and to comply with bond covenants. FY2026 — Water PAYGO Appropriations per City Ordinance 27979-09-2025 FY2026 Original Adopted PayGo FY2026 Amended PayGo (Includes any council actions subsequent to budget adoption) YTD PayGo Approved for/Moved to Capital Projects This M&C FY2026 Remaining PayGo Balance $101,090,082.00 $1 01,090,082.00($56,691,092.29) ($1,300,000.00) $43,098,989.71 Note: There may be other pending actions or recently approved actions that are not reflected in the table due to timing. Appropriations for Sewer Main Pipe Enlargement Contract 2026 for various locations throughout the City are depicted below: Fund Existing Additional Appropriations Project Total* Appropriations i W&S Capital Projects $0.00 Fund - 56002 Project $0.00 7 Total $1,300,000.00 $1,300,000.00 r- - $1,300,000.00 $1,300,000.00 *Numbers rounded for presentation purposes. This project is located in ALL COUNCIL DISTRICTS. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are currently available in the Water & Sewer Fund and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the W&S Capital Projects Fund for the Sewer Pipe Enlg. Contract 2026 project to support the execution of the contract. Prior to any expenditures being incurred, the Water Department has the responsibility of verifying the availability of funds. FUND IDENTIFIERS (FiDs).: TO Fund Department ccoun Project ProgramActivity Budget Reference # Amou ID ID Year (Chartfield 2) FROM Fund Department Account Project ProgramActivity Budget Reference # I- I ID Year (Chartfield 2) apps.cfwnet.org/ecouncil/printmc.asp?id=34488&print=true&DocType=Print 2/3 6/11/26, 3:19 PM M&C - Council Agenda CERTIFICATIONS: Submitted for City Manager's Office by_ Originating Department Head: Additional Information Contact: Jesica McEachern (5804) Chris Harder (5020) Scott Lafferty (8213) ATTACHMENTS 1. 6026SSPIPEEN LARGEMENT-Cl RCLEC FID Table (WCF 04.30.26).xlsx (CFW Internal) 2. 6026SSPIPEEN LARGEMENT-Cl RCLEC funds avail.docx (CFW Internal) 3. ORD.APP 6026SSPIPEEN LARGEMENT-Cl RCLEC 56002 A026(R2) - JLM.docx (Public) 4. PBS 106717.pdf (CFW Internal) 5. SSPE 2026 - CIRCLEC 1095 Form.pdf (CFW Internal) apps.cfwnet.org/ecouncil/printmc.asp?id=34488&print=true&DocType=Print 3/3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 o 0 in 0 o 0 o ,� ,n 0 0 o 0 o 0 in o o o o o o ui ui rS '-S '^ c-i N N 0 u d of 0 0 0 0 0 oo '-1 •-1 '-1 '-1 '-1 N N N N N N N O N O 01 m m m Ot m Ot m M m m m m m D7 m M m m m m m Ot m M m m m Ot m D7 m N N 01 01 M 01 O1 O1 M T Q1 01 M 01 O1 O1 Q1 T 0 0 0 0 0 0 0 0 0 0 0 o v v �n z oo m m m v d' v ww w w w a ww 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� n n n n n n n n n n n n n n n n n n n n n n n ti n ti�� n n n n ti n ti n n n n n n n n n 0 � 0 ti 0 ti 0 ti 0 ti 0 ti 0 ti 0 ti 0 ti 0 ti 0 ti� 0 0 ti� 0 0 ti 0 ti 0 ti 0 ti 0 ti .-1 �-1 c-1 �-V '-I O O O .. O O. N O O O O O O 0 o 0 o 0 o 0 o .-+ V1 m o �n .--I o N m O �n Vt m O �n O .ti O ,ti '-I o �n m O �n V1 m o �o 0 0 0 0 o o 0 o 0 0 0 o o o 0 rn m m m .ti m m n m m .-� m m v �n v • a ui v v �n �n �n ui �n �n �n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M M V N O M M M M M M V -g M M V M M V M -g M d' -g M O o O O O m O O c O O c O O o O o O O o O O O O o O O O o O O O O c O O O o O O O o O O O o O O o O O n O n O n O n O n O n O n O n O n O n O n O n O n O n O n O n O n O n O n O N o N 0 c N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O 0 0 0 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 • �/1 Vt ut ut ut u] u7 Vt u1 Vf Vt ut ut u] u7 Vt u1 Vf Vt ut N N N N N N N N N N N N N N N N N N rl c-I e-I rl c-I rl ri a -I rl ri rl r-I a -I . ri rl ri rl 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 000510-1 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 1 of 1 SECTION 00 05 10 MAYOR AND COUNCIL COMMUNICATION (M&C) END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 SANITARYSEWER PIPE ENLARGEMENT, CONTRACT 2026 City Project No. 106717 0005 15— 1 ADDENDUM Page 1 of I FORT WORTH,,, ADDENDUM TO INVITATION TO BID NO.26-0150 SANITARY SEWER PIPE ENLARGEMENT - CONTRACT 2026, CPN 106717 CAPITAL DELIVERY, WATER DEPARTMENT ADDENDUM NO. I DATE ISSUED: April 711, 2026 INVITATION TO BID (ITB): 26-0150 BID OPENING DATE: April 16", 2026 ITB No. 26-0150, issued March 20, 2026. Prospective bidders are hereby informed of the following: 1. The TABLE OF CONTENTS shall be REVISED. a. Please find the updated Table of Contents, which has been reconciled with the most recent version of the contract documents. This revision explicitly incorporates the agreed -upon deviations and standard construction specification documents to ensure clarity and strict adherence to the Sanitary Sewer Pipe Enlargement's Project scope. All other terms andlconditions remain anged. h Tony Sholola, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT ■■�� a �� u u r�r�r��r�� ur�� a �� By the signature affixed below, Addendum No. 1 is hereby incorporated into and made part of the above referenced Invitation to Bid. �- / COMPANY NAME: ' 1_cle SIGNATURE: p yr NOTE: Company name and signature must be the s me as on the original bid documents. Failure to return this form with your sealed bid onstitute grounds for rejection of your offer. ITB 26-0150 SANITARY SEWER PIPE ENLARGEMENT - CONTRACT 2026, CPN - 106717 Addendum No. 1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Pagel of 8 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 0011 13 Invitation to Bidders 02/08/2024 0021 13 Instructions to Bidders 09/01/2025 0035 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Form 09/19/2025 00 42 43 Proposal Form Unit Price 09/30/2021 0043 13 Bid Bond 09/30/2021 00 43 37 Vendor Compliance to State Law Nonresident Bidder 09/30/2021 0045 11 Bidders Prequalifications; 08/13/2021 0045 12 Prequalification Statement 09/30/2021 0045 13 Prequalification Application 06/13/2025 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 41 Small Business Goal 9/01/2025 00 52 43 Agreement 9/19/2025 0061 13 Performance Bond 12/08/2023 0061 14 Payment Bond 12/08/2023 0061 19 Maintenance Bond 9/19/2025 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 09/01/2025 00 73 00 Supplementary Conditions 9/19/2025 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 29 75 Materials On Hand 9/19/2025 01 31 19 Preconstruction Meeting 09/01/2025 01 3120 Project Meetings 07/01/2011 01 32 16 Construction Schedule 10/06/2023 01 3233 Preconstruction Video 07/01/2011 013300 Submittals 12/20/2012 01 35 13 S ecial Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 5000 Temporary Facilities and Controls 09/19/2025 01 5526 Street Use Permit and Modifications to Traffic Control 03/22/2021 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Signage 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 01 78 39 Project Record Documents 07/01/2011 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Date Division 02 - Existing Conditions Modified 9241-3 Solo 4iye cite no..,..e4ti,.. 0241 14 Utility Removal/Abandonment n2 n i i c Division 03 - Concrete Division 26 - Electrical Division 31- Earthwork Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 2 0 29 2 1 1 29 �7 Lime T,-ea4e a Kifi, ('�,uFses- Z')�-3 Gom ea4 Treate a Rase (`A,,,, -sus, Z7 27 17 6 �v Asphalt Paying Z 321 2 1 Z 3324-3 M CeneFete Sidewalks, Driveways Free Ramps and -Bafr-ier- 2 7 1 Z 7- 324446 � Br-iek Unit Paying Z 7�-3 32 17 23 Pavement Markings Z' 3231 13 Chain Fences and Gates 32 31 26 Wire Fences and Gates CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 32 31 29 Wood Fences and Gates 32 32 3 9 Topsoil Plae-ment and Finishing of PaFkways 292,E 32 92 , n Non Na4ive Seeding 32c»,c 32-93-4-3 Trees and Shfabs Division 33 - Utilities CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 WE 1Sanitary Sewer Service Connectionsand Service Line •IF • •.� • _S ._now r OR .• 1 ortation .. . ETIM MAWAN• .. •_ ._ ZVEI .. .. -� '- .. 'Traffic Control Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.goy/tpw/contractors/ or https:Happs.fortworthtexas.2ov[ProjectResources/ Division 02 - Existing Conditions Last Revised 0241 13 1 Selective Site Demolition 03/11/2022 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 8 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -hi -Place Concrete 06/13/2025 0334 13 Controlled Low Strength Material CLSM 03/07/2025 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical Division 31- Earthwork --- ...MINIMUM .. •, 11 • . • 12/20/2012 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 03/20/2026 32 01 28 Full -Depth Concrete Pavement Panel Replacement and Spall and Crack Repair 03/20/2026 32 01 29 Concrete Paving Trench Repair 12/12/2025 3244-2-3 Flexible Base-Gotfftses 12/20/2012 �9 r2,-20rav1z 3244-3 Gemer+Tr-e e Brier ,,,moo- n�n�22 0Qio�4-5 3212 16 Asphalt Paving 6/07/2024 32 13 13 Concrete Paving06/13/2025 32 1320 Concrete Sidewalks, Driveways and Barrier Free Rams 12/09/2022 2 i4 71 12QO/20 i 32 14 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 2 i 7 2- �n-z� 0640,420 �.z 3247-z7 r1r042013 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 3291 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 3292 13 Sodding 05/13/2021 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 3292 14 Non Native Seeding 05/13/2021 3292 15 Native Grass and Wildflower Seeding 10/06/2023 ---4-3 z-r,,-avrav iz Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 01 31 Closed Circuit Television (CCTV) Inspection - Sanitary Sewer 03/11/2022 33 01 32 Closed Circuit Television CCTV Inspection - Storm Drain 12/08/2023 3303 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33-04 0 jein4 Bending and Hleetmfiea4 1solatieft , 2�12 3 nn , , r,,....esio,, r,.rt,.,,, Tort Stations- , 2 L20QOQ , �� i�ii 3 nn 3nSefviees09149i 02 33-0440 02 in�13 �o Cleaning of Pipes �,-n,-zM 3305 10 Utility Trench Excavation, Embedment, and Backfill 06/13/2025 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings 09/09/2022 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 03/11/2022 3305 17 Concrete Collars 03/11/2022 33--05-20 , 2�tz 33 05 22 Steel Casing Pie 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 12/09/2022 3 05 2ti , 2 O/20, 2 33 nc �n �� 12Q0/204- �, ,moo 33-44--0-5 Bolts, s .,* i'_askets o Nt� , 7 /7 i 33 11 10 Ductile Iron Pie 12/09/2022 33 11 11 Ductile Iron Fittings 09/20/2017 3 , , ,Pr-essiffe09109/20 33, , ,Bar-ype03,107 2025 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 3=Rubber-04 i�9 33-12-2-5Water-02,106,42013 3 , 2 z nfor-, 240/2 4- 3342-4o n, /0 4 '22�nv 12/1 5 ono 06119Qn,�� 3331 12 Cured in Place Pipe CIPP 12/20/2012 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 3331 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 33 31 22 Sanitary Sewer Slip Lining 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012 3339 10 Cast -in -Place Concrete Manholes 12/13/2024 33 39 20 Precast Concrete Manholes 12/13/2024 33 39 30 Fiberglass Manholes 12/13/2024 33 39 40 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Liners for Sanitary Sewer Structures 04/29/2021 3 ei in �o n�m1/20i o-�-�,zPn 334444Polyethylene12QO/2012 iiii� 9 33 441- 06/lvvrxvr 022 P-46-N t 2zzr20/2012 3T Slotted Stefm4Xains n7 mown 3 n� 0- �--Tv-vz n7mi 20 i mTv�rsysz 33 49 10 Cast -in -Place Manholes and Junction Boxes 12/13/2024 3349-40 n7/non ..ED .. �WANKS 91 10-111-11 .. •. .. _ ■ . I _ .. _ ■ .. _ ■ .VS- 313 _ .. Traffic Control 1 1 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 20, 2026 City Project No. 106717 001113-1 INVITATION TO BIDDERS Page 1 of 3 SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of: SANITARY SEWER PIPE ENLARGEMENT, CONTRACT 2026, CPN# 106717 ("Project") will be received by the City of Fort Worth via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunitiei, under the respective Project until 2:00 P.M. CST, Thursday, April 16th, 2026. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST AT City Hall, 100 Fort Worth Trail, Fort Worth, Texas. On the Mezzanine of New City Hall (NCH): Room MZ10_12. Bidders shall also email the Small Business Utilization Form, and Small Business Certificate(s), (if applicable) to the city PM. Your submissions must be uploaded, finalized, and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. JavaScript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non -responsive. No late bids/proposals shall be accepted. Bids delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. CITY OF FORT WORTH SANITARY SEWER PIPE ENLAR GEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised 2/08/24 City Project No. 106717 001113-2 INVITATION TO BIDDERS Page 2 of 3 If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us. Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. 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: 6" —18" Sanitary Sewer Mains and Services. TIME -PERIOD AND RENEWALS The time period of this Agreement will be for one calendar year or the expiration of the funding, whichever occurs last. The City reserves the right to renew the contract for up to one (1) additional one calendar year time periods or up to one (1) additional funded expenditures of $1,000,000.00 under the same terms, conditions, and unit prices. The City shall provide at least sixty (60) days' notice to the Contractor of the City's intent to renew. PREQUALIFICATION Certain improvements included in this project must be performed by a contractor or designated subcontractor who is pre -qualified by the City at the time of bid opening. The procedures for qualification and pre -qualification are outlined in the Section 3 of 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised 2/08/24 City Project No. 106717 001113-3 INVITATION TO BIDDERS Page 3 of 3 PREBID CONFERENCE A pre -bid conference will not be held as discussed in Section 00 21 13 — INSTRUCTIONS TO BIDDERS Since a prebid conference is not being held, the presentation and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not being held, prospective bidders should direct all questions about the meaning and intent of the Bidding Documents electronically through the Vendors discussions section under the respective Project via the Procurement Portal. If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications, and competencies considered. ADVERTISEMENT DATES March 25`h, 2026 APRIL I sT 2026 END OF SECTION CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised 2/08/24 City Project No. 106717 SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms 0021 13 INSTRUCTIONS TO BIDDERS Page 1 of 9 1.1. Capitalized terms used in these INSTRUCTIONS TO BIDDERS are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making electronic Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. Bidders or their designated subcontractors are required to be prequalified for the work types requiring prequalification as per Sections 00 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms seeking pre -qualification, must submit the documentation identified in Section 00 45 11 on Section 00 45 13 PREQUALIFICATION APPLICATION at least seven (7) calendar days prior to Bid opening for review and, if qualified, acceptance. The subcontractors listed by a Bidder on 00 45 12 must be prequalified for the appropriate work types. Subcontractors must follow the same timelines as Bidders for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to be rejected. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2026 Revised/Updated September 1, 2025 City Project No. 106717 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 9 Prequalifcation requirement work types and documentation are available by accessing all required files through the City's website at: https://www.fortworthtexas. og v/departments/tpw/development/cfw-departments-tpw- contractors under Division 00 - General Conditions and as follows: 3.1.1. Paving — Requirements document located at: hgps://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=e43c4239775f4b2583552c029c6a 1 ed2 3.1.3. Water and Sanitary Sewer — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding.aspx?QS=4fc66ff8c36c4cO29d542d4e55 l l4e8d 3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low bidder for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule to assist the City in evaluating and assessing the ability of the apparent low bidder to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 3.5. Special qualifications required for this project include the following: Not Used. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder: CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2026 Revised/Updated September 1, 2025 City Project No. 106717 0021 13 INSTRUCTIONS TO BIDDERS Page 3 of 9 4.1.1. Shall examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Shall consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. Not Used. 4.1.5. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.6. Is advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.7. Should perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.8. Shall determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal or bid is prima -facie evidence that the Bidder has made the investigations, examinations and tests herein required. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2026 Revised/Updated September 1, 2025 City Project No. 106717 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 9 4.1.9. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.1.10. Indicate their intent to bid by selecting "yes" in the Procurement Portal under the Intent to Bid section. You must indicate your intent to bid to be able to submit a bid to the City. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification o£ 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.2.4. Standard insurance requirements, coverages and limits. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2026 Revised/Updated September 1, 2025 City Project No. 106717 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 9 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right- of-way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City electrically through the Vendor Discussions section under the respective Project via the Procurement Portal https: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:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2026 Revised/Updated September 1, 2025 City Project No. 106717 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 9 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. 7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and return the Contract Documents within 14 days after the Notice of Award conveying same, City may consider Bidder to be in default, rescind the Notice of Award and act on the Bid Bond. Such action shall be City's exclusive remedy in the event Bidder is deemed to have defaulted. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 0125 00 of the General Requirements. 11. Subcontractors, Suppliers and Others: 11.1. In accordance with the City's Small Business Ordinance No. 27832-08-25, the City has established a goal for the participation of small businesses for City contracts $100,000 or greater. See Section 00 45 41 for the Project Goal and additional requirements. Failure to comply may render the Bidder non- responsive. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2026 Revised/Updated September 1, 2025 City Project No. 106717 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 9 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents. 12.2. All blanks on the Bid Form must be completed and the Bid Form signed electronically or signed in ink and scan. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices for which the Bidder proposes to do the work contemplated or furnish materials required. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non -Resident Bidder. 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. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2026 Revised/Updated September 1, 2025 City Project No. 106717 0021 13 INSTRUCTIONS TO BIDDERS Page 8 of 9 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. 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. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2026 Revised/Updated September 1, 2025 City Project No. 106717 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 9 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at httys://www.ethics.state.tx.us/data/forms/1295/1295.pdf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Project Manual. Within 14 days thereafter, Contractor shall sign and deliver the required number of counterparts of the Project Manual to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2026 Revised/Updated September 1, 2025 City Project No. 106717 0035 13 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 1 SECTION 00 3513 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 exercises discretion in the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. You are urged to consult with counsel regarding the applicability of these forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded from the links provided below Form CI Conflict of Interest (questionnaire) tstate.iX•US) https://www.etliics.state.tx.us/data/forms/conflict/CIS. ►pddf ❑ CIQ Form does not apply 10, 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: By: Teresa S Skelly William J Schultz Inc dba (Please Print) Circle C Construction Company Signature: 500 W Trammell Ave Title: President Fort Worth, Texas 76140 (Please Print) END OF SECTION CITY OF FORT WORTH SANTARYSEWER PIPE ENLARGEMEAT CONTRACT CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 City Project No. 106717 717 00 41 00 -1 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: - SANITARY SEWER PIPE ENLARGEMENT - -CONTRACT 2026 - City Project No.:-106717 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 anything 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. SANITARYSEWER PIPE ENLARGEMENT. CrrY OF FORT WORTH COA17RACT 2026 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 106717 Revised September 19, 2025 00 41 00 - 2 BID FORM Page 2 of 3 c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of the City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. - b.- c. - d.- e. - r. - g. - h. - 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 365 days after the date when the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work (and/or achievement of Milestones) within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 4100 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non -Resident Bidder, Section 00 43 37 e. Small Business Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to the City Secretary I Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH SANITARYSEWER PIPE ENT. LARGEMEN CONTRACT 2026 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 106717 Revised September 19, 2025 0041 00-3 BID FORM Page 3 of 3 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Evaluation of Alternate Bid Items Total Base Bid Alternate Bid Deductive Altemate Additive Alternate Total Bid 7. Bid Submittal ThisBid is submitted on April 16, 2026 Respectfully submitted, By: - (Signature) _ Teresa S S II_y_ _ (Printed Name} Title: President by the entity named below. Receipt is acknowledged of Initial the following Addenda: Addendum No. 1: SS Addendum No. 2: Addendum No. 3: Addendum No. 4: Company: William J Schultz Inc dba — Corporate Seal: - Circle construction Company Address: 500 W Trammell -Ave Fort Worth, Texas 76140 State of Incorporation: Texas - a Email: t.skelly@circlecconstruction.com Phone: 817-293-1863 END OF SECTION CITY OF FORT WORTH SANITARYSEWER PIPEENLARCF.MENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT2026 Revised September 19, 2025 City Project No. 106717 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 1. 0170.0102 50 Ea. Work Order Mobilization 017000 $ $3,500.00 $ $175,000.00 Per Each: Three thousand five hundred dollars and no cents 2. 0170.0103 10 Ea. Work Order Emergency Mobilization 017000 $ $6,000.00 $ $60,000.00 Per Each: six thousand dollars and no cents 3. 3331.5301 300 Lf. 6" Sewer Pipe Enlargement 333120 $ $120.00 $ $36,000.00 Per Linear Foot: one hundred twenty dollars and no cents 4. 3331.5304 400 Lf. 8" Sewer Pipe Enlargement 333120 $ $125.00 $ $50,000.00 Per Linear Foot: one hundred twenty five dollars and no cents 5. 3331.5307 300 Lf. 10" Sewer Pipe Enlargement 333120 $ $135.00 $ $40,500.00 Per Linear Foot: one hundred thirty five dollars and no cents 6. 3331.5310 30 Lf. 12" Sewer Pipe Enlargement 333120 $ $150.00 $ $4,500.00 Per Linear Foot: one hundred fifty dollars and no cents 7. 3331.5313 100 Lf. 15" Sewer Pipe Enlargement 333120 $ $175.00 $ $17,500.00 Per Linear Foot: one hurndred seventy five dollars and no cents 8. 3331.5316 100 Lf. 16" Sewer Pipe Enlargement 333120 $ $200.00 $ $20,000.00 Per Linear Foot: two hundred dollars and no cents 9. 3331.5319 100 Lf. 18" Sewer Pipe Enlargement 333120 $ $300.00 $ $30,000.00 Per Linear Foot: Three hundred dollars and no cents B-1 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 10. 3301,0001 1000 U. Pre -CCTV Inspection 330131 $ $10.00 $ $10,000.00 Per Linear Foot: ten dollars and no cents 11. 3301.0002 1000 Lf. Post -CCTV Inspection 330131 $ $10.00 $ $10,000.00 Per Linear Foot: ten dollars and no cents 12. 3305.0109 200 Lf. Trench Safety 33 05 10 $ $10.00 $ $2,000.00 Per Linear Foot: ten dollars and no cents Exploratory Excavation of Existing Utilities 33 05 30 13. 3305.0103 5 Ea. (0, 5,) $ $2,000.00 $ $10,000.00 Per Each: two thousand dollars and no cents Exploratory Excavation of Existing Utilities 33 05 30 14, 3305.0103 5 Ea. (5'-10') $ $2,500.00 $ $12,500.00 Per Each: two thousand five hundred dollars and no cents Exploratory Excavation of Existing Utilities 33 05 30 15. 3305.0103 5 Ea. (10'-20') $ $3,000.00 $ $15,000.00 Per Each: three thousand dollars and no cents 16. 3339.1001 30 Ea. 4' Dia. Manhole (0'-6' Depth) 33 3910, 33 39 20 $ $8,500.00 $ $255,000.00 Per Each: eight thousand five hundred dollars and no cents 17. 3339.1003 10 Vf. 4' Dia. Manhole Extra Depth 33 3910, 33 39 20 $ $500.00 $ $5,000.00 Per Vertical Foot: five hundred dollars and no cents 18. 3339.1002 20 Ea. 4' Dia. Drop Manhole (0'-6' Depth) 33 39 10, 33 39 20 $ $10,500.00 $ $210,000.00 Per Each: ten thousand five hundred dollars and no cents B - 2 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 19. 10 Vf. 4' Dia. Drop Manhole Extra Depth 33 3910, 33 39 20 $ $650.00 $ $6,500.00 Per Vertical Foot: six hundred fifty dollars and no cents 20. 3339.1004 20 Ea. 4' Dia. Shallow Cone Section Manhole 33 3910, 33 39 20 $ $8,500.00 $ $170,000.00 Per Each: eight thousand five hundred dollars and no cents 21. 3339.1005 5 Ea. 4' Dia. Type A Manhole (0'-6' Depth) 33 3910, 33 39 20 $ $15,500.00 $ $77,500.00 Per Each: fifteen thousand five hundred dollars and no cents 22. 5 Vf. 4' Dia. Type A Manhole Extra Depth $ $1,000.00 $ $5,000.00 Per Vertical Foot: one thousand dollars and no cents 23. 3339.1006 5 Ea. 4' Dia. Fiberglass Manhole (0'-6' Depth) 333930 $ $ 8,500.00 $ $42,500.00 Per Each: eight thousand five hundred dollars and no cents 24. 5 Vf. 4' Dia. Fiberglass Manhole Extra Depth $ $500.00 $ $2,500.00 Per Vertical Foot: five hundred dollars and no cents 4' Dia. Fiberglass Drop Manhole (0'-6' 33 39 30 25. 3339.1007 5 Ea. Depth) $ $10,500.00 $ $52,500.00 Per Each: ten thousand five hundred dollars and no cents 4' Dia. Fiberglass Drop Manhole Extra 26. 5 Vf. Depth $ $650.00 $ $3,250.00 Per Vertical Foot: six hundred fifty dollars and no cents 27. 3339.1104 S Ea. 4' Dia. Fiberglass Shallow Manhole 33 39 10, 33 39 20 $ $8 .500.00 $ $42,500.00 Per Each: eight thousand five hundred dollars and no cents B - 3 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 4' Dia. Fiberglass Type A Manhole (0'-6' 33 39 30 28. 3339.1010 5 Ea. Depth) $ $15,500.00 $ $77,50D.00 Per Each: fifteen thousand five hundred dollars and no cents 4' Dia. Fiberglass Type A Manhole Extra 29, 5 Vf. Depth $ $1,000.00 $ $5,000.00 Per Vertical Foot: one thousand dollars and no cents 30. 3339.1101 5 Ea. 5' Dia. Manhole (0'-6' Depth) 33 39 10, 33 39 20 $ $10,000.00 $ $50,000.00 Per Each: ten thousand dollars and no cents 31. 3339.1103 5 Vf. 5' Dia. Manhole Extra Depth 33 3910, 33 39 20 $ $600.00 $ $3,000.00 Per Vertical Foot: six hundred dollars and no cents 32. 3339.1102 5 Ea. 5' Dia. Drop Manhole (0'-6' Depth) 33 3910, 33 39 20 $ $15,000.00 $75,000.00 Per Each: fifteen thousand dollars and no cents 33. 5 Vf. 5' Dia. Drop Manhole Extra Depth $ $1,200.00 $ $6,000.00 Per Vertical Foot: one thousand two hundred dollars and no cents 34. 3339.1104 5 Ea. 5' Dia. Shallow Manhole 33 3910, 33 39 20 $ $10,000.00 $ $50,000.00 Per Each: ten thousand dollars and no cents 35. 3339.1105 5 Ea. 5' Dia. Type A Manhole (0'-6' Depth) 33 3910, 33 39 20 $ $20,000.00 $ $100,000.00 Per Each: twenty thousand dollars and no cents 36. 5 Vf. 5' Dia. Type A Manhole Extra Depth Per Vertical Foot: one thousand two hundred dollars and no cents 33 39 30 $ $1,200.00 $ $6,000.00 B-4 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 37. 3339.1106 5 Ea. 5' Dia. Fiberglass Manhole (0'-6' Depth) 33 39 30 $ $10,000,00 $ $50,000.00 Per Each: ten thousand dollars and no cents 38. 5 Vf. 5' Dia. Fiberglass Manhole Extra Depth Per Vertical Foot: six hundred dollars and no cents 5' Dia. Fiberglass Drop Manhole (0'-6' 39. 3339.1107 5 Ea. Depth) Per Each: fifteen thousand dollars and no cents 5 Vf. 5' Dia. Fiberglass Drop Manhole Extra 40. Depth Per Vertical Foot: one thousand dollars and no cents 41. 5 Ea. 5' Dia. Fiberglass Shallow Manhole Per Each: fifteen thousand dollars and no cents 5' Dia. Fiberglass Type A Manhole (0'-6' 42. 3339.1110 5 Ea. Depth) Per Each: twenty thousand dollars and no cents 5' Dia. Fiberglass Type A Manhole Extra 43. 5 Vf. Depth Per Vertical Foot: one thousand dollars and no cents External Drop Into Existing Manhole (Up to 44 5 Ea. 6' of Drop) Per Each: five thousand dollars and no cents 33 39 30 $ $600.00 $ $3,000.00 33 39 30 $ $15,000.00 $ $75,000.00 33 39 30 $ $1,000,00 $ $5,000.00 33 39 30 $ $15,000.00 $ $75,000.00 33 39 30 $ $20,000.00 $ $100,000.00 $ $1,000.00 $ $5,000.00 $ $5,000.00 $ $25,000.00 B - 5 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT External Drop Extra Depth (Over 6' 45. 5 Vf. of Depth) Per Vertical Foot: eight hundred dollars and no cents Internal Drop Into Existing Manhole (Up to 6' 46. 5 Ea. of Drop) Per Each: five thousand dollars and no cents Internal Drop Extra Depth (Over 6' 47, 5 Vf. of Depth) Per Vertical Foot: one thousand dollars and no cents Wastewater Access Chamber 48. 3339.0003 5 Ea. (Any Depth) Per Each: eight thousand five hundred dollars and no cents 49. 3305.0112 30 Ea. Concrete Collar Per Each: six hundred fifty dollars and no cents 50. 3301.0101 30 Ea. Manhole Vacuum Testing Per Each: two hundred dollars and no cents 51. 3305.0106 10 Ea. Manhole Adjustment, Major (Structural Modification) Per Each: TOTAL AMMOUNT $ $800.00 $ $4,000.00 $ $5,000.00 $ $25,000.00 $ $1,000.00 $ $5,000.00 33 39 40 500.00 $ $8,500.00 $ $42, 330517 $ $650.00 $ $19,500.00 330130 $ $200.00 $ $6,000.00 33 05 14 000.00 $ $5,000.00 $ $50, five thousand dollars and no cents Manhole Adjustment, Minor (Grade 33 05 14 52. 3305.0107 10 Ea. Ring Adjustment) $ $3,000.00 $ $30,000.00 Per Each: three thousand dollars and no cents B - 6 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 53. 3305.0114 10 Ea. Manhole Adjustment, Major w/ Cover 330514 $ $6,000.00 $ $60,000.00 Per Each: six thousand dollars and no cents 54. 60 Sf. Interior Coat Manhole $ $60.00 $ $3,600.00 Per Each: sixty dollars and no cents 55. 0241.5001 10 Ea. Abandon Manhole 02 41 14 $ $1,200.00 $ $12,000.00 Per Each: one thousand two hundred dollars and no cents 56. 0241.2201 10 Ea. Remove 4' Dia. Sewer Manhole 024114 $ $1,200.00 $ $12,000.00 Per Each: one thousand two hundred dollars and no cents 57. 0241.2202 10 Ea. Remove 5' Dia. Sewer Manhole 024114 $ $1,500.00 $ $15,000.00 Per Each: one thousand five hundred dollars and no cents 58. 0241.2001 20 Cy. Sanitary Line Grouting 024114 $ $250.00 $ $5,000.00 Per Cubic Yard: two hundred fifty dollars and no cents 59. 0241.2101 10 Ea. 4" Sewer Abandonment Plug 02 41 14 $ $2,000.00 $ $20,000.00 Per Each: two thousand dollars and no cents 60. 0241.2102 10 Ea. 6" Sewer Abandonment Plug 02 41 14 $ $3,000.00 $ $30,000.00 Per Each: three thousand dollars and no cents 61. 0241.2103 10 Ea. 8" Sewer Abandonment Plug 02 41 14 $ $3,500.00 $ $35,000.00 Per Each: three thousand five hundred dollars and no cents B - 7 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 62. 0241.2104 5 Ea. 10" Sewer Abandonment Plug 02 41 14 $ $4,000.00 $ $20,000.00 Per Each: four thousand dollars and no cents 63. 0241.2105 5 Ea. 12" Sewer Abandonment Plug 02 41 14 $ $5,000.00 $ $25,000.00 Per Each: five thousand dollars and no cents 64. 0241.2106 5 Ea. 15" Sewer Abandonment Plug 024114 $ $6,000.00 $ $30,000.00 Per Each: six thousand dollars and no cents 65. 0241.2107 5 Ea. 16" Sewer Abandonment Plug 024114 $ $6,500.00 $ $32,500.00 Per Each: six thousand five hundred dollars and no cents 66. 20 Ea. 4" Sewer Service Tap $ $1,800.00 $ $36,000.00 Per Each: one thousand eight hundred dollars and no cents 67. 3331.3101 50 Lf. 4" PVC Sewer Service Line 333150 $ $65.00 $ $3,250.00 Per Linear Foot: sixty five dollars and no cents 68. 3331.3103 50 Lf. 4" PVC Bored Sewer Service Line 333150 $ $150.00 $ $7,500.00 Per Linear Foot: one hundred fifty dollars and no cents 69. 3331.3106 50 Lf. 4" DIP Sewer Service Line 333150 $ $85.00 $ $4,250.00 Per Linear Foot: eighty five dollars and no cents 70. 3331.3107 50 Lf. 4" DIP Bored Sewer Service Line 333150 $ $180.00 $ $9,000.00 Per Linear Foot: one hundred eighty dollars and no cents B-8 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 71. 3331.3105 50 Lf. 4" PVC Private Sewer Service Line 333150 $ $130.00 $ $6,500.00 Per Linear Foot: one hundred thirty dollars and no cents 72. 3331,3109 50 Lf. 4" DIP Private Sewer Service Line 333150 $ $160.00 $ $8,000.00 Per Linear Foot: one hundred sixty dollars and no cents 73. 3331.3102 20 Ea. 4" 2-Way PVC Cleanout 333150 $ $800.00 $ $16,000.00 Per Each: eight hundred dollars and no cents 74. 10 Ea. 4" 2-Way Cast Iron Cleanout 333150 $ $1,500.00 $ $15,000.00 Per Each: one thousand five hundred dollars and no cents 75. 20 Ea. 4" Private 2-Way PVC Cleanout $ $700.00 $ $14,000.00 Per Each: seven hundred dollars and no cents 76. 20 Ea. 4" Private 2-Way Cast Iron Cleanout $ $1,200.00 $ $24,000.00 Per Each: one thousand two hundred dollars and no cents 77. 50 Ea. 6" Sewer Service Tap $ $2,200.00 $ $110,000.00 Per Each: two thousand two hundred dollars and no cents 78. 3331.3201 50 Lf. 6" PVC Sewer Service Line 333150 $ $75.00 $ $3,750.00 Per Linear Foot: seventy five dollars and no cents 79. 3331.3203 50 Lf. 6" PVC Bored Sewer Service Line 333150 $ $160.00 $ $8,000.00 Per Linear Foot: one hundred sixty dollars and no cents B-9 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 80. 3331,3206 50 U. 6" DIP Sewer Service Line 333150 $ $95.00 $ $4,750.00 Per Linear Foot: ninety five dollars and no cents 81. 3331.3207 50 Lf. 6" DIP Bored Sewer Service Line Per Linear Foot: two hundred dollars and no cents 82. 3331.3205 50 Lf. 6" PVC Private Sewer Service Line Per Linear Foot: one hundred forty dollars and no cents 83. 3331.3209 50 Lf. 6" DIP Private Sewer Service Line Per Linear Foot: one hundred eighty dollars and no cents 84. 3331.3202 50 Ea. 6" 2-way PVC Cleanout Per Each: one thousand dollars and no cents 85. 10 Ea. 6" 2-way Cast Iron Cleanout Per Each: one thousand eight hundred fifty dollars and no cents 86. 20 Ea. 6" Private 2-Way PVC Cleanout Per Each: nine hundred dollars and no cents 87. 20 Ea. 6" Private 2-Way Cast Iron Cleanout Per Each: one thousand four hundred dollars and no cents 88. 20 Ea. 8" Sewer Service Tap Per Each: two thousand four hundred dollars and no cents 333150 $ $200.00 $ $10,000.00 333150 $ $140.00 $ $7,000.00 333150 $ $180.00 $ $9,000.00 333150 $ $1,000.00 $ $50,000.00 333150 $ $1,850.00 $ $18,500.00 $ $900.00 $ $18,000.00 $ $1,400.00 $ $28,000.00 $ $2,400.00 $ $48,000.00 8-10 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 89. 3331.3301 50 Lf. 8" PVC Sewer Service Line 333150 $ $85.00 $ $4,250.00 Per Linear Foot: eighty five dollars and no cents 90. 3331,3303 50 Lf. 8" Bored Sewer Service Line 333150 $ $170.00 $ $8,500.00 Per Linear Foot: one hundred seventy dollars and no cents 91. 3331,3306 50 U. 8" DIP Sewer Service Line 333150 $ $110.00 $ $5,500.00 Per Linear Foot: one hundred ten dollars and no cents 92. 3331.3308 50 Lf. 8" DIP Bored Sewer Service Line 333150 $ $210.00 $ $10,500.00 Per Linear Foot: two hundred ten dollars and no cents 93. 3331.3305 50 Lf. 8" PVC Private Sewer Service Line 333150 $ $150.00 $ $7,500.00 Per Linear Foot: one hundred fifty dollars and no cents 94. 3331.3310 50 Lf. 8" DIP Private Sewer Service Line 333150 $ $190.00 $ $9,500.00 Per Linear Foot: one hundred ninety dollars and no cents 95. 3331.3302 20 Ea. 8" 2-way PVC Cleanout 333150 $ $1,200.00 $ $24,000.00 Per Each: one thousand two hundred dollars and no cents 96 20 Ea. 8" 2-way Cast Iron Cleanout 333150 $ $2,000.00 $ $40,000.00 Per Each: two thousand dollars and no cents 97. 20 Ea. 8" Private 2-Way PVC Cleanout $ $1,100.00 $ $22,000.00 Per Each: one thousand one hundred dollars and no cents B-11 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 98. 20 Ea. 8" Private 2-Way Cast Iron Cleanout $ $1,600.00 $ $32,000.00 Per Each: one thousand six hundred dollars and no cents Plumbing Permit for Sewer Service gg, 1 Ea. Inspection $ $32.82 $ 32.82 Per Each: thirty two dollars and eighty two cents 100. 3137.0101 20 Sy. Concrete Riprap Per Square Yard: two hundred fifty dollars and no cents 101. 3137.0102 20 Cy. Large Stone Riprap, dry Per Cubic Yard: two hundred fifty dollars and no cents 102. 3137.0103 20 Cy. Large Stone Riprap, grouted Per Cubic Yard: two hundred fifty dollars and no cents Imported Embed ment/Backfill, Controlled 103. 3305.0203 100 Cy. Low Strength Material (CLSM) Per Cubic Yard: two hundred eiphty dollars and no cents Imported Embedment/Backfill, Crushed 104. 3305.0204 50 Cy. Rock Per Cubic Yard: sixty five dollars and no cents 105. 3305.0204 50 Cy. Type "B" Concrete (#2500) Per Cubic Yard: two hundred fifty dollars and no cents 313700 $ $250.00 $ $5,000.00 313700 $ $250.00 $ $5,000.00 313700 $ $250.00 $ $5,000.00 330510 $ $280.00 $ $28,000.00 33 05 10 $ $65.00 $ $3,250.00 330510 $ $250.00 $ $12,500.00 B-12 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY- PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 106. 3305.0204 50 Cy. Type "E" Concrete (#1500) 330510 $ $250.00 $ $12,500.00 Per Cubic Yard: two hundred fifty dollars and no cents 1Q7. 3292.0100 20 Sy. Block Sod Placement 329213 $ $25.00 $ $500.00 Per Square Yard: twenty five dollars and no cents 108. 3292.0200 20 Sy. Seeding, Broadcast 329213 $ $15.00 $ $300.00 Per Square Yard: fifteen dollars and no cents 109. 3292.0400 20 Sy. Seeding, Hydromulch 329213 $ $20.00 $ $400.00 Per Square Yard: twenty dollars and no cents 110. 3292.0500 20 Sy. Seeding, Soil Retention Blanket 329213 $ $30.00 $ $600.00 Per Square Yard: thirty dollars and no cents 111. 3213,0301 40 Sy. 4" Conc Sidewalk 321320 $ $200.00 $ $8,000.00 Per Square Yard: two hundred dollars and no cents 112. 3213.0351 20 Sy. 4" Conc Sidewalk, Exposed Aggregate 321320 $ $250.00 $ $5,000.00 Per Square Yard: two hundred fiftv dollars and no cents 113. 3213.0401 50 Sy. 6" Concrete Driveway 32 13 20 $ $270.00 $ $13,500.00 Per Square Yard: two hundred seventy dollars and no cents 114. 3213.0451 20 Sy. 6" Concrete Driveway, Exposed Aggregate 32 13 20 $ $300.00 $ $6,000.00 Per Square Yard: three hundred dollars and no cents B-13 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 115, 3216.0101 60 Lf. 6" Conc Curb and Gutter 321613 $ $75.00 $ $4,500.00 Per Linear Foot: seventy five dollars and no cents 6" Conc Curb & Gutter Attached to 321613 116. 60 Lf. Concrete Pavement $ $75.00 $ $4,500.00 Per Linear Foot: seventy five dollars and no cents 117. 3216.0301 20 Sy. 9" Conc Valley Gutter, Residential 321613 $ $200.00 $ $4,000.00 Per Square Yard: two hundred dollars and no cents 118. 3216.0302 20 Sy. 11" Conc Valley Gutter, Arterial/Industrial 321613 $ $250.00 $ $5,000.00 Per Square Yard: two hundred fifty dollars and no cents 119. 3201.0150 100 Lf. Asphalt Pvmt Repair, Sewer Service 32 01 17 $ $65.00 $ $6,500.00 Per Linear Foot: sixty five dollars and no cents 4' Wide Asphalt Pvmt Repair, Residential 32 01 17 120. 3201.0111 100 U. $ $85.00 $ $8,500.00 Per Linear Foot: eighty five dollars and no cents 121. 3201.0112 300 Lf, S' Wide Asphalt Pvmt Repair, Residential 32 01 17 $ $95.00 $ $28,500.00 Per Linear Foot: ninety five dollars and no cents 122. 3201,0113 300 U. 6' Wide Asphalt Pvmt Repair, Residential 320117 $ $115.00 $ $34,500.00 Per Linear Foot: one hundred fifteen dollars and no cents B-14 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 123. 3201,0121 300 U. 4' Wide Asphalt Pvmt Repair, Arterial 32 01 17 $ $135.00 $ $40,500.00 Per Linear Foot: one hundred thirty five dollars and no cents 124. 3201.0122 300 Lf. 5' Wide Asphalt Pvmt Repair, Arterial 32 01 17 $ $100.00 $ $3q 000.00 Per Linear Foot: one hundred dollars and no cents 125. 3201.0123 300 Lf. 6' Wide Asphalt Pvmt Repair, Arterial 32 01 17 $ $155.00 $ $46,500.00 Per Linear Foot: one hundred fifty five dollars and no cents 126. 3201.0131 300 Lf. 4' Wide Asphalt Pvmt Repair, Industrial 320117 $125.00 $ $37,500.00 Per Linear Foot: one hundred twenty five dollars and no cents 127. 3201.0132 300 Lf. 5' Wide Asphalt Pvmt Repair, Industrial 32 01 17 $ $135.00 $ $40,500.00 Per Linear Foot: 128. 3201.0133 300 U. 129. 3201.0201 300 Sy, 130. 3201.0202 300 Sy. one hundred thirty five dollars and no cents 6' Wide Asphalt Pvmt Repair, Industrial Per Linear Foot: one hundred fifty dollars and no cents Asphalt Pvmt Repair Beyond Defined Width, Residential Per Square Yard: one hundred dollars and no cents Asphalt Pvmt RepairBeyond Defined Width, Arterial Per Square Yard: one hundred twentvdollars and no cents 320117 $ $150.00 $ $45,000.00 32 01 17 $ $100.00 $ $30,000.00 320117 $ $120.00 $ $36,000.00 B-15 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTy. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT Asphalt Pvmt Repair Beyond Defined Width, 32 01 17 131. 3201.0203 300 Sy. Industrial $ $130.00 $ $39,000.00 Per Square Yard: one hundred thirty dollars and no cents 2" Thick Extra Width Asphalt Pavment 32 01 17 132. 3201.0301 100 Sy. Repair $ $60.00 $ $6,000.00 Per Square Yard: sixty dollarsa nd no cents 3" Thick Extra Width Asphalt Pavment 32 01 17 133. 3201.0302 100 Sy. Repair $ $80.00 $ $8,000.00 Per Square Yard: eighty dollars and no cents 4" Thick Extra Width Asphalt Pavment 32 01 17 134. 3201.0303 100 Sy. Repair $ $90.00 $ $9,000.00 Per Square Yard: ninety dollars and no cents 135. 3201.0303 75 Lf. Temporary Asphalt Paving Repair 32 01 17 $ $50.00 $ $3,750.00 Per Linear Foot: fifty dollars and no cents 136. 3211.0112 40 Sy. 6" Flexible Base, Type B, GR-1 321123 $ $50.00 $ $2,000.00 Per Square Yard: fifty dollars and no cents 137. 3211.0122 40 Sy. 6" Flexible Base, Type B, GR-2 321123 $ $50.00 $ $2,000.00 Per Square Yard: fifty dollars and no cents 138. 3201.0614 150 Sy. High Early Strength Concrete 320129 $ $300.00 $ $45,000.00 Per Square Yard: three hundred dollars and no cents B-16 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 139. 3201.0614 300 Sy. Conc Pvmt Repair, Residential 320129 $ $150.00 $ $45,000.00 Per Square Yard: one hundred fifty dollars and no cents 140. 3201.0616 300 Sy. Conc Pvmt Repair, Arterial/Industrial Per Square Yard: one hundred sixty dollars and no cents Conc. Pvmt. Repair Beyond Defined Width, 141, 300 Sy. Residential Per Square Yard: one hundred eighty dollars and no cents 142. 100 Sy, Conc. Pvmt. Repair Beyond Defined Width, Arterial/industrial Per Square Yard: two hundred dollars and no cents 143. 3214.0100 50 Sy. Brick Pvmt Repair Per Square Yard: three hundred dollars and no cents 144. 3214.0400 50 Sy. Brick Pvmt Repair (City Supplied) Per Square Yard: two hundred fifty dollars and no cents 145. 3305.0001 5 Ea. 4" Waterline Lowering Per Each: six thousand five hundred dollars and no cents 146. 3305.0002 5 Ea. 6" Waterline Lowering Per Each: seven thousand five hundred dollars no cents 147. 3305.0003 5 Ea. 8" Waterline Lowering Per Each: eight thousand five hundred dollars and no cents 320129 $ $160.00 $ $48,000.00 $ $180.00 $ $54,000.00 $ $200.00 $ $20,000.00 321416 $ $300.00 $ $15,000.00 321416 $ $250.00 $ $12,500.00 330512 $ $6,500.00 $ $32,500.00 330512 $ $7,500.00 $ $37,500.00 33 05 12 $ $8,500.00 $ $42,500.00 B-17 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID SPECIFICATION PRICE PER TOTAL NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS SECTION NO. UNIT AMMOUNT 148. 3305.0004 5 Ea. 10" Waterline Lowering 33 05 12 $ $12,000.00 $ $60,000.00 Per Each: twelve thousand dollars and no cents 149. 3305.0005 5 Ea. 12" Waterline Lowering 330512 $ $14,000.00 $ $70,000.00 Per Each: fourteen thousand dollars and no cents 150. 3471.0003 10 Ea. 6" Sewer Pipe, Point Repair 34 71 13 $ $130.00 $ $1,300.00 Per Each: one hundred thirty dollars and no cents 151. 3471.0003 10 Ea. 8" Sewer Pipe, Point Repair 34 71 13 $ $140.00 $ $1,400.00 Per Each: one hundred forty dollars and no cents 152. 3471.0003 10 Ea, 10" Sewer Pipe, Point Repair 34 71 13 $ $150.00 $ $1,500.00 Per Each: one hundred fifty dollars and no cents 153. 3471.0003 10 Ea. 12" Sewer Pipe, Point Repair 347113 $ $180.00 $ $1,800.00 Per Each: one hundred eighty dollars and no cents 154. 3471.0003 10 Ea. 15" Sewer Pipe, Point Repair 347113 $ $220.00 $ $2,200.00 Per Each: two hundred twenty dollars and no cents 155. 3471.0003 10 Ea. 16" Sewer Pipe, Point Repair 347113 $ $260.00 $ $2,600.00 Per Each: two hundred sixty dollars and no cents 156. 3471.0003 10 Ea. 18" Sewer Pipe, Point Repair 34 71 13 $ $500.00 $ $5,000.00 Per Each: five hundred dollars and no cents B-18 ITEM BID LIST DESCRIPTION OF ITEMS WITH BID NO. ITEM NO. QTY. PRICES WRITTEN IN WORDS 157. 3471.0003 25 Ea. Traffic Control Per Each: two thousand five hundred dollars and no cents 158. 25 Ea. Street Use Permit Per Each: one hundred fifteen dollars and no cents TOTAL AMOUNT BID SPECIFICATION PRICE PER TOTAL SECTION NO. UNIT AMMOUNT 34 71 13 $ $2,500.00 $ $62,500.00 $ $115.00 $ $2,875.00 $ $ 4,320,607.82 B-19 MERCHANTS BONDING COMPANY,, MERCHANTS BONDING COMPANY (MUTUAL) P.O. BOX 14498, DES MOINES, IOWA 50306-3498 PHONE: (800) 678-8171 FAX: (515) 243-3854 BID BOND PUBLIC WORK KNOW ALL PERSONS BY THESE PRESENTS: Bond No. N/A That William J. Schultz Inc dba Circle C Construction Company. P. O. Box 40328 Fort Worth. TX 76140 (hereinafter called the Principal) as Principal, and the Merchants Bonding Company (Mutual) (hereinafter called Surety), as Surety, are held and firmly bound to City of Fort Worth, 1000 Throckmorton Street. Texas 761 (hereinafter called the Obligee) in the full and just sum of ( 5% of Greatest Amount Bid Five Per Cent of Greatest Amount Bid Dollars good and lawful money of the United States of America, to the payment of which sum of money well and truly to be made, the Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Signed and dated this 16th day of 9(12F THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the Principal for Construction of Sanitary Sewer Pipe Enlargement - Contract 2026 City Project No. 106717 according to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award, and shall give bond for the faithful performance thereof with the Merchants Bonding Company (Mutual) , as Surety, or with other Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay to the Obligee the damages which the Obligee may suffer by reason of such failure, not exceeding the penalty of this bond, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be duly signed and sealed. Witness: Witness as t Gatti X � 4• John A. Miller William J. Schultz, Inc. dba Circle C Construction Company Principal By Zt-w a Teresa S. Skelly, President j_ Merchants Bond' g mpany (Mutual) By a. Sheryl A. Klutts,Attorney-in-Fact CON 0333 (2/15) 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page I 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 provide 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 lower than the lowest Texas resident 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 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 not required to underbid resident bidders. our principal place of business, are B. The principal place of business of our company or our parent company, or majority owner, is in the State of Texas. I9/ BIDDER: By: William J Schultz Inc dba Circle C Construction Company — 500 W Trammell Ave Fort Worth, Texas 76140 Teresa S Skelly (Signature) Tale: President Date: April 16, 2026 END OF SECTION CITY OF FORT WORTH SANITARYSEWER PIPE EXIARGEMENT. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 026 Revised September 19, 2025 City Project No. 106717 717 004511-1 BIDDERS PRECUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. A Bidder or their designated subcontractors are required to be prequalifiedor 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 1 l 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 16 The prequalification process will establish a bid limit based on a technical evaluation and 17 financial analysis of the contractor. For example, a contractor wishing to submit bids on 18 projects to be opened on the 7th of April must file the information by the 31 st day of March 19 in order to eligible to work on these projects. In order to facilitate the approval of a Bidder's 20 Prequalification Application, the following must accompany the submission. 21 a. A complete set of audited or reviewed financial statements. 22 (1) Classified Balance Sheet 23 (2) Income Statement 24 (3) Statement of Cash Flows 25 (4) Statement of Retained Earnings 26 (5) Notes to the Financial Statements, if any 27 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 28 of Incorporation, Articles of Organization, Certificate of Formation, LLC 29 Regulations, and Certificate of Limited Partnership Agreement). 30 c. A completed Bidder Prequalification Application. 31 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 32 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 33 number visit the Texas Comptroller of Public Accounts online at the 34 following web address www.window.state.tx.us/taxpermit/ and fill out the 35 application to apply for your Texas tax ID. 36 (2) The firm's e-mail address and fax number. 37 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 38 is used by the City for required reporting on Federal Aid projects. The DUNS 39 number may be obtained at www.dnb.com. 40 d. Resumes reflecting the construction experience of the principles of the firm for firms 41 submitting their initial prequalification. These resumes should include the size and 42 scope of the work performed. 43 e. Other information as requested by the City. 44 45 2. Prequalification Requirements 46 a. Financial Statements. Financial statement submission must be provided in 47 accordance with the following: 48 (1) The City requires that the original Financial Statement or a certified copy 49 be submitted for consideration. CITY OF FORT WORTH SANITAR Y SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised August 13, 2021 City Project No. 106717 0045 11 - 2 BIDDERS PRECUALIFICATIONS 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 SANITAR Y SE WER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised August 13, 2021 City Project No. 106717 0045 11 - 3 BIDDERS PRECUALIFICATIONS 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 SANITAR Y SE WER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised August 13, 2021 City Project No. 106717 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 0045 12-1 PREQUALIFICATION STATEMENT Page I of I 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 tl Prequalification Tvhe Contractor/Subcontractor Company Name Expiration Date P�„Cn/..f+�` C.rr.✓t__� STi't1c/�Or� �-3C, -dl�Z� The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: William J Schultz Inc dba Company irGle- � ��1Strt�tlOr� - {Plearint) — 500 W Trammell Ave _ Signature: Address � _.. _Fort_ Worth, Texas 76140 Title: _ President CitylStatelZip (Please Print) Date: April 16, 2026 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 SANITARYSEWER PIPE ENLARGEMENT, CONTRACT 2026 City Project No. 106717 FORT WORTH April 28, 2026 Ms. Teri Skelly William J Schultz Inc. dba Circle C Construction, Co. 500 W Trammell PO Box 40328 Fort Worth, TX 76140 PREQUALIFICATION TO BID CITY OF FORT WORTH WATER DEPARTMENT PROJECTS Dear Ms. Skelly: Thank you for your submittal of information and data toward prequalification to perform our work. We are pleased to advise that your prequalification has been finalized. A bid limit $232,771,820.00 has been established for your organization based on the financial data submitted. Your firm is prequalified to perform the following work: -- Wastewater Mains (all sizes) for New Development, Rehabilitation, and Redevelopment using Open Cut and Trenchless construction methods -- Water Mains (all sizes) for New Development, Rehabilitation, and Redevelopment using Open Cut and Trenchless construction methods The prequalification and bid limit established above will remain current through 4/30/2027 This date was established to be sixteen (16) months from the date of the most recent financial statement received, unless rescinded for cause. Should you desire prequalification in the future beyond the aforementioned, submittal of updated financials, work experience, and equipment list will be necessary for this department to establish a new bid limit. Please be advised that the plans and documents for the work to be performed must be submitted to and approved by the City of Fort Worth Water Department. We appreciate your interest in our work and should you have some question in this or other matters within our purview, please do not hesitate to contact Mr. John Kasavich at (817)392-8480 or Norma Sauceda at (817)392- 6055. Yours very tru y, MAIL TO: John Kasavich, P.E. I Fort Worth Water Department 71) 49 1 Engineering & Regulatory Services fV/ Chris Harder, P.E. 200 Texas Street Water Director Fort Worth, TX 76102 Fort Worth Water Engineering Capital Delivery City of Fort Worth • 100 Fort Worth Trail, Fort Worth, TX 76102 817-392-2752 • or • 817-392-6055 FORT WORTH. SECTION 00 45 13 PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box Mark only one: City Street Address (required) City Telephone Fax Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code State Zip Code Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) Email/mail this questionnaire along with financial statements to the appropriate group below. A separate submittal is required for water/sewer, paving, and lighting: Work Category — Water Dept - Water/sewer Work Category — TPW Paving Work Category — TPW Ped/Rdwy Lighting John.kasavich(c�FortWorthTexas.gov TPW PrequalificationAfortworthtexas.gov clint.hoover(a,fortworthtexas.eov Fort Worth Water Department Engineering and City of Fort Worth Transportation and Public City of Fort Worth TPW Transportation Fiscal Services Division 200 Texas St. Fort Works Dept. 3741 SW Loop 820, Fort Worth, Management Attn: Clint Hoover, P.E. 5001 Worth, TX 76102 Texas 76133 Attn: Alicia Garcia James Ave. Fort Worth, TX 76115 *Financial Statements must be mailed. Mark the envelope: "Bidder Prequalification Application" 0045 13 - 2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) 71 Has fewer than 100 employees and/or ❑ Has less than $6,000,000.00 in annual gross receipts OR ❑ Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. Select major work categories for which you would like to be prequalified (City may deem you are not qualified for selected category or may approve you at a lesser size/length and maximum size may not be listed specifically under a major work category): MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches — 36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 13, 2025 City Project No. 106717 0045 13 - 3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED CCTV, 42-inches and smaller CCTV, 48-inches and smaller Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning, 24-inches and smaller Sewer Cleaning, 42-inches and smaller Sewer Cleaning, All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) Roadway and Pedestrian Lighting NOTE *There is not a prequalification requirement for installation of concrete sidewalk, curb & gutter, driveways, and panel replacement, only concrete paving CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 13, 2025 City Project No. 106717 0045 13 - 4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT I NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in had: (a) As a General Contractor: construction work has your organization (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED LOCATION CITY -COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so, where and why? 6. Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 13, 2025 City Project No. 106717 0045 13 - 5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason. 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materlals durinR the last tnree I NAME OF FIRM OR COMPANY I DETAILED ADDRESS I 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORK IN WHAT CAPACITY CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 13, 2025 City Project No. 106717 0045 13-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: Date of Incorporation Charter/File No. President Vice Presidents If a partnership: State of Organization Date of organization Is partnership general, limited, or registered limited liability partnership? File No. (if Limited Partnership) General Partners/Officers Secretary Treasurer Limited Partners (if applicable) LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 13, 2025 City Project No. 106717 14. Equipment 0045 13-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as 'various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. ITEM QUANTITY ITEM DESCRIPTION BALANCE SHEET VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - TOTAL CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 13, 2025 City Project No. 106717 0045 13 - 8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each parry with any information, while this statement is in force, necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 13, 2025 City Project No. 106717 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 106717. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CO TRACTOR: /:, inrcft CG oll.ff�uc7i oh1° By; Company T (Please Print) Address /'O/f G/,"/, City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § Signature: Title: _ 1,. ri •• �aY �e�, WCHBLE S LANKFORD o: -` Notary Public ;* STATE OF TEXAS �zs, • = Notary 10 O 117694" x�M1N OF t� a° My �• E4W, O=bff 7, 2027 BEFORE ME, the undersigned authority, on this day personally appeared Tr,' C.54. Gj �1 I,, , known to me to be the person whose name is subscribed to the fore ing ins rument, and acknowledged to me that he/she executed the same as the act and deed of I_d t, for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this zm day of 20,t6 Notary Public in and for the Stat f Texas END OF SECTION CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT2026 Revised Jule 1 2011 City Project No. 106717 1= L LL _C N N .N m /�E/� V/ i E E O U c o 0 d m N N C .N m C M y N 0 C9 Ta aNi U a p aCi E•G m �. Xm o 5 o C� yU c� cd O cd U — 3� � E C .D 3 110 o — O z m LU 0 Q w Z 1LL 0z z Hai v W •Q0 �QU Uwl— MM O wwa-3 Imo Y o am0a azm Vmam o a� U x '°C Cd U ea C C + A W.r [ x A 2 o �3U � ;o a -� U c �•+ � d sz C% • cq V C r" C W IZ Cot i co w � "" '� •p C A w U a � � ci A °ti C O Q a°iQ d SZ W W Vi 6> CU CQ 'r: z ° o A U x A fi+ � Cl) U U U 0 N cu a- w � U y � a d •� bq O R � O v Iwo .Q rA •� .� t.� U 'b ^O wl { cm O L ++ C) � � it O O V r•.� L� O 4�; � b d w � a U V CDCDz o 0 o •� o � a V1 C4n z z w a w a O o w U O w U a a a U > O v� .spa .d ua Q M o aUi O N •� �i E"� � W G cn�•' [i,i vi i U c0 � cC zcn W O O U A c Q c O � O ca cq Q •� d •7 � � o ,� � c � o ,� o Z CQ d U p, W U Z W U Pr W U m 0 N a� rn ro CL Un (14 0 D a) w c a a L ice., L a a a U o U o U z rn CD z N 0 W M 0 N V W 00 M Wkn 000 0 a a .s c �. r� � c E-+ a � � = � c F+ a vWi � 44 � o E-+ •� F�, F va F z sA F va F z v3 F v� F z ds � a � N a a IC ti En •O N 'b 00 M Oo 00ICt!1 C7 •b � a o u 3 M o N o N U U 0000 oo c o o 0 - oo N H z� w z u 0 0 0 w w w 0 0 0 w w w cz u u u WA y i"� u y h .. ^moo o o m b o o o n 6 0 z W d U pr W U d z a1 d U ,s 4, W U z FA d U Pti W U CD 0 M m a� m a_ FO g 04 a o Q o ca m 4o �5 r. 6Fi � G6 U 42 o 4r i. V d W r o yo 'sue u y r CL'x w .Q Pa o cn F, s, a O o +S L U W 4o ea .p' w o � ° o ab d � C c� 4° to ol O Q V � O V U o O o E� E� ►j' O � i � c m O 4-4 N a N o a E M m co N V N co r 0 V -� le x R Z O Q. m N LO p O �"� C R 0- N N O E U 00 45 41 -1 SMALL BUSINESS ENTERPRISE GOAL Page 1 of 1 1 SECTION 00 45 41 2 SMALL BUSINESS GOAL 3 4 APPLICATION OF POLICY 5 If the total dollar value of the contract is $100,000 or more, the Small Business goal is applicable. 6 7 POLICY STATEMENT 8 It is the policy of the City of Fort Worth to foster competition, expand the supplier base, and 9 promote and encourage the participation of small business firms in the City's contracting 10 opportunities. I 12 SMALL BUSINESS GOAL 13 The City's Small Business goal is 30% of the amount bid (if bid alternates are requested, the goal shall 14 be applied to the total bid amount inclusive of any selected alternates). 15 16 COMPLIANCE 17 Bidders shall comply with the Small Business Goal by meeting or exceeding the small business goal 18 through self -performance and/or Small Business subcontracting participation. 19 20 Small businesses are based on SBA definitions and must be located within the rive Fort Worth counties: 21 Tarrant, Denton, Wise, Parker and Johnson. 22 23 Small businesses shall be certified via one of the following certifying agencies: 24 • North Central Texas Regional Certifying Agency (NCTRCA) 25 • Dallas/Fort Worth Minority Supplier Development Council (DFW MSDC) 26 • Women's Business Council — Southwest (WBCS) 27 • Texas Department of Transportation (TxDOT) 28 29 SUBMITTAL OF REQUIRED DOCUMENTATION 30 The following documents must be submitted with the bid documents at the time of bidding: 31 • Completed Small Business Utilization form 32 • Certificates identifying themselves or subcontractors as Small Businesses 33 34 35 FAILURE TO COMPLY WITH THE CITY'S SMALL BUSINESS ORDINANCE WILL 36 RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. 37 38 END OF SECTION CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 1, 2025 City Project No. 106717 00 52 43 - 1 Agreement Page I of 6 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 06/09/2026 , 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 William J. Schultz, Inc. dba Circle C Construction Company , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: SANITARY SEWER PIPE ENLARGEMENT — CONTRACT 2026 City Project No. 106717 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 One Million Dollars ($ 1,000,000.00 ). Contract price may be adjusted by change orders duly authorized by the Parties. Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work shall be complete for Final Acceptance within 365 days after the date when the Contract Time commences to run, as provided in Paragraph 2.02 of the General Conditions, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that tine 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 Four Hundred Twenty and 00/100 Dollars ($ 420.00 ) for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX CITY OF FORT WORTH SANITARYSEiVER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 19, 2025 (effective September 1, 2025) City Project No. 106717 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. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance Certification Form (ACORD or equivalent) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. Small Business Utilization Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. CITY OF FORT WORTH SANITAR3'SEHIER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 19, 2025 (effective September I, 2025) City Project No. 106717 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 SANITARY SEIVER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 19, 2025 (effective September 1, 2025) City Project No. 106717 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 fi•om 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 frorn public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification frorn 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 SANITAR3'SEIt'ER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 19, 2025 (effective September I, 2025) City Project No. 106717 005243-5 Agreement Page 5 of 6 7.11 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perform such set -vices. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.12 No Third -Party Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no third -party beneficiaries. 7.13 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on -site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. 7.14 Small Business Utilization. Contractor shall not make any unjustified changes to its small business utilization as presented on the Small Business Utilization Form. Contractor's failure to abide by the commitments presented on the form or intentional and/or knowing misrepresentation of material facts regarding small business utilization shall be disallowed from bidding on future City of Fort Worth public works contracts for a period of time of not less than one year. CITY OF FORT WORTH SANITARI' SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 19, 2025 (effective September 1, 2025) City Project No. 106717 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: William J. Schultz, Inc. dba City of Fort Worth Circle C Construction Company By: By: Signature Teresa S. Skelly (Printed Name) President Title 500 W. Trammell P 0 Bnx 40128 Address Fort Worth TX 76140 1 y tate Ip 06/09/26 Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX J Jesica McEachem Assistant City Manager 07/03/2026 Date Attest: Q A JZ na da°tX tr aaa °^°°°° °°,tvodao Ovo oSD apart nEnp5964 Jannette Goodall, City Secretary (Sea() M&C: 26-0446 Date: 06/09/2026 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. Lawrence Hamiltdr►, P.E. Senior Professional Engineer Approved as to Form and Legality: . Q99*r— Douglas Black (Jun 25, 2026 18.40:00 CDT) CITY Or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 (effective September I, 2025) Douglas W. Black Sr. Assistant City Attorney APPROVAL RECOMMENDED: c6u-u�tvpGcer f farr7er Christopher Harder (Jun 25, 2026 14.48:53 CDT) Christopher Harder, P.E., Director, Water Department SANIDIRYSEII'ER PIPE ENLARGEAIENT, CONTRACT 2026 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 BOND NO. 101698445 SECTION 00 6114 PAYMENT BOND THE STATE OF TEXAS § COUNTY OF TARRANT § 0061 14 - 1 PAYMENT BOND Page I of 2 KNOW ALL BY THESE PRESENTS: That we, William J. Schultz, Inc. dba Circle C Construction Company , known as "Principal" herein, and Merchants Bonding Comgan� (Mutual) , a corporate surety (sureties), 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 the State of Texas, known as "City" herein, in the penal sum of ONE MILLION Dollars ($ 1,000,000.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, Principal has entered into a certain written Contract with City, awarded the 9th day of June , 20 26 , which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated as:. Sanitary Sewer Pipe Enlargement - Contract 2026; City Project No. 106717. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. a] CITY OF FORT WORTH SANITARYSEIVER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 8, 2023 City Project No. 106717 2 3 4 5 6 7 8 9 10 11 12 13 0061 14 - 2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 9th day of Lune , 20 26 . ATTEST: 'l (Principal) Secretary Michel . Lankford Witness as to Principal ATTEST: (Surety) Secreta PRINCIPAL: William J. Schultz, Inc. dba Circle C Construction Company BY: Signature Teresa S. Skelly, President Name and Title Address: 500 W. Trammell P. O. Box 40328 Fort Worth, TX 76140 SURETY: Merchants Wdrigna Com an(Mutual) BY: Signature Sheryl A. Klutts, Attorney -in -Fact Name and Title Address: 6700 Westown Parkway West Des Moines, IA 50266-7754 Witness as to Surety John A. ller Telephone Number: (800) 678-8171 Email Address: Sheryl n,iohnamillerassocinc.com Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH SANITAR3'SEIVER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 8, 2023 City Project No. 106717 0061 13- 1 PERFORMANCE BOND Page I of 2 BOND NO. 101698445 1 SECTION 00 61 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, William J. Schultz, Inc. dba Circle C Construction Company known as 9 "Principal" herein and Merchants Bonding Company (Mutual) , a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" 1 I herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 12 corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of, 13 ONE MILLION Dollars ($ 1,000,000.00 ), lawful money of the United States, to be paid in Fort 14 Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind 15 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly 16 by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City awarded 18 the 9th day of bme , 20_2k, which Contract is hereby referred to and made a part 19 hereof for all put -poses 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 Sanitary Sewer Pipe Enlargement - Contract 2026: 22 City Proiect No. 10671 Z 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 SANITARY SEIVER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 8, 2023 City Project No. 106717 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 0061 13-2 PERFORMANCE BOND Page 2 of 2 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 statute. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 9th June , 20 26 . ATTEST: (Principal) Secretary Michele b Lanford Witness as to Principal Witness as to Surety John A. Mi er PRINCIPAL: William J. Schultz. Inc. dba Circle C Construction Company BY: Signature Teresa S. Skelly, President Name and Title Address: 500 W. Trammell Fort Worth, TX 76140 day of SURETY: Merchants ding Company M ual BY: tgnature U yea�� Sheryl A. Klutts, Attorney -in -Fact Name and Title Address: 6700 Westown Parkway West Des Moines, IA 50266-7754 Telephone Number: (800) 678-8171 Email Address: sheryl@iohnamillerassocinc.com *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH SANITARYSEIVER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 8, 2023 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 BOND NO. 101698445 SECTION 00 61 19 MAINTENANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § 0061 19- 1 MAINTENANCE BOND Page I of 3 KNOW ALL BY THESE PRESENTS: That we William J. Schultz, Inc. dba Circle C Construction Company known as "Principal" herein andWflliam J. Schultz, Inc. dba Circle C Construction Comp Wrporate 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 14 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the sum 15 of ONE MILLION Dollars ($ 1,000,000.00 ), lawful money of the United States, to be paid 16 in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made unto the 17 City and its successors, we bind ourselves, our heirs, executors, administrators, successors and 18 assigns, jointly and severally, firmly by these presents. 19 20 WHEREAS, the Principal has entered into a certain written contract with the City awarded 21 the 9th day of Lune , 20 26 , which Contract is hereby referred to 22 and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 23 labor and other accessories as defined by law, in the prosecution of the Work, including any Work 24 resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in 25 said contract and designated as: SANITARY SEWER PIPE ENLARGEMENT -CONTRACT 26 2026; City Project No. 106717 ; and 27 28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 29 accordance with the plans, specifications and Contract Documents that the Work is and will remain 30 free from defects in materials or workmanship for and during the period of two (2) years after the 31 date of Final Acceptance of the Work by the City ("Maintenance Period"); and 32 33 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 34 receiving notice from the City of the need therefor at any time within the Maintenance Period. 35 CITY OF FORT WORTH SANITARI'SETVER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 19, 2025 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0061 19-2 MAINTENANCE BOND Page 2 of 3 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH SANITARI'SEIVER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 19, 2025 City Project No. 106717 0061 19-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 3 lune 20 26 . 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 ATTEST: (Principal) Secretary Michel . Lan cford Witness as to Principal ATTEST: (Sur ) Secretary Witness as to Surety John A. ler 9th PRINCIPAL: William J. Schultz. Inc. dba day of Circle C Construction Company BY: Signature Teresa S. Skelly, President Name and Title Address: 500 W. Trammell P. O. Box 40328 Fort Worth. TX 76140 Sheryl A. Klutts, Attorney -in -Fact Name and Title Address: 6700 Westown Parkway West Des Moines, IA 50266-7754 Telephone Number: (800) 678-8171 Email Address: sheryl@johnamillerassocinc.com 38 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 39 from the by-laws showing that this person has authority to sign such obligation. If 40 Surety's physical address is different from its mailing address, both must be provided. 41 The date of the bond shall not be prior to the date the Contract is awarded. 42 CITY OF FORT WORTH SANITARY SEWVER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 19, 2025 City Project No. 106717 MERCHANT 7T BONDING COMPANY-. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and April 27, 2024 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015 and amended on April 27, 2024. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 29th day of July 2024 �. � •., . • •. MERCHANTS BONDING COMPANY (MUTUAL) ........... �•.� ; •�Q�N/j�AG.C�.• MERCHANTS NATIONAL BONDING, INC. �y PopOy + QCj. 94 �y ; d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY �..t -o- o: s 2003 : a' 1933c; By cz- •u .y�. •�••.k/ ' ......••,,a�.• .• ��'r `�••• President STATE OFIOWA •.,•�•�7�•��..• •.•��•.. COUNTY OF DALLAS ss. On this 29th day of July 2024 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. _ -- O FLIA(� �. xP s Penni Miller Z . 'P Commission Number 787952 - — • • My Commission Expires +owP January 20, 2027 JZ_ __ Notary Public (Expiration of notary's commission does not invalidate this instrument) I, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of .•••pIONq� •••, •' p�NG.CQiIj'• cti GD.PO/Pq.PUR��'s'y�. �Y 2003 110 1933 Secretary ti POA 0018 (6/24) • •""""'� MERCHANTS BONDING COMPANY,,., MFRCIIANFS RONDING CONIPANY(MUfUAh • MFRCf1ANTS NATIONAL. BONDING. INC. P.O. Box 14498 • DES MOINES, IOWA 50306-3498 • (800) 678-817I (515) 243-3854 FAX Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) / Merchants National Bonding, Inc. P.O. Boa 14498 Des Moines, Iowa 50306-3498 (5 15) 243-8171 (800) 678-8 17 1 Physical Address: 6700 Westown Parkway, West Des Moines, lowa 50266 SUP 0073 TX (2/15) POLICY NUMBER: CPP100051064 COMMERCIAL GENERAL LIABILITY CGL 121 (02 21) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONTRACT OR AGREEMENT - ONGOING OPERATIONS AND PRODUCTS -COMPLETED OPERATIONS (TEXAS LIMITED SOLE NEGLIGENCE) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM 5GHEDULt UPI IUNAL Name of Additional Insured Persons or Organizations (As required by written contract or agreement per Paragraph A. below.) Locations of Covered Operations (As per the written contract or agreement, provided the location is within the "coverage territory".) (Information required to complete this Schedule, if not shown above, will be shown in the Declarations.) A. Section II — Who Is An Insured is amended to include as an additional insured: 1. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement in effect during the term of this policy that such person or organization be added as an additional insured on your policy; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph 1. above; and 3. The particular person or organization, if any, scheduled above. Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" occurring after the execution of the contract or agreement described in Paragraph 1. above and caused, in whole or in part, by: a. Your acts or omissions; or b. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured; or c. "Your work" performed for the additional insured and included in the "products -completed operations hazard" if such coverage is specifically required in the written contract or agreement. With respect to liability of the additional insured for "bodily injury" of an employee or agent of a named insured or the employee of a named insured's subcontractor, coverage shall apply for the partial or sole negligence of the additional insured, but only if such coverage is specifically required in the written contract or agreement. However, the insurance afforded to such additional insured(s) described above: a. Only applies to the extent permitted by law; b. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured; CGL 121 (02 21) Includes copyrighted material of the Insurance Services Office, Inc., with its permission. Page 1 of 2 Copyright 2020 FCCI Insurance Group. QUOTE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 00 61 25 - 1 CERTIFICATE OF INSURANCE Page 1 of 1 SECTION 00 6125 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised July 1, 2011 City Project No. 106717 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENTS, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology......................................................................................................... 1 1.01 Defined Terms................................................................................................................................ 1 1.02 Terminology.................................................................................................................................. 7 Article2 — Preliminary Matters....................................................................................................................... 7 2.01 Copies of Documents..................................................................................................................... 7 2.02 Commencement of Contract Time; Notice to Proceed.................................................................. 8 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..................................................................................................................... 11 3.06 Electronic Data............................................................................................................................ 11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; ReferencePoints............................................................................................................................................ 11 4.01 Availability of Lands.................................................................................................................... 11 4.02 Subsurface and Physical Conditions............................................................................................ 12 4.03 Differing Subsurface or Physical Conditions............................................................................... 13 4.04 Underground Facilities................................................................................................................. 13 4.05 Reference Points........................................................................................................................... 14 4.06 Hazardous Environmental Condition at Site............................................................................... 15 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............................................................................................................... 17 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT2026 Revision: September 1, 2025 City Project No. 106717 5.04 Contractor's Insurance................................................................................................................. 19 5.05 Acceptance of Bonds and Insurance; Option to Replace............................................................ 20 Article 6 - Contractor's Responsibilities....................................................................................................... 20 6.01 Supervision and Superintendence................................................................................................ 20 6.02 Labor; Working Hours................................................................................................................. 20 6.03 Services, Materials, and Equipment............................................................................................. 21 6.04 Project Schedule........................................................................................................................... 21 6.05 Substitutes and "Or-Equals"......................................................................................................... 22 6.06 Concerning Subcontractors, Suppliers, and Others...................................................................... 24 6.07 Wage Rates................................................................................................................................... 26 6.08 Patent Fees and Royalties............................................................................................................. 27 6.09 Permits and Utilities..................................................................................................................... 27 6.10 Laws and Regulations.................................................................................................................. 28 6.11 Taxes............................................................................................................................................ 29 6.12 Use of Site and Other Areas......................................................................................................... 29 6.13 Record Documents....................................................................................................................... 30 6.14 Safety and Protection................................................................................................................... 30 6.15 Safety Representative................................................................................................................... 31 6.16 Hazard Communication Programs............................................................................................... 31 6.17 Emergencies and/or Rectification................................................................................................ 31 6.18 Submittals..................................................................................................................................... 32 6.19 Continuing the Work.................................................................................................................... 33 6.20 Contractor's General Warranty and Guarantee............................................................................ 33 6.21 Indemnification............................................................................................................................ 34 6.22 Delegation of Professional Design Services................................................................................ 35 6.23 Right to Audit............................................................................................................................... 35 6.24 Nondiscrimination....................................................................................................................... 36 Article 7 - Other Work at the Site................................................................................................................. 36 7.01 Related Work at Site.................................................................................................................... 36 7.02 Coordination................................................................................................................................ 37 Article 8 - City's Responsibilities................................................................................................................. 37 8.01 Communications to Contractor.................................................................................................... 37 8.02 Furnish Data................................................................................................................................. 37 8.03 Pay When Due.............................................................................................................................. 37 8.04 Lands and Easements; Reports and Tests.................................................................................... 37 8.05 Change Orders.............................................................................................................................. 37 8.06 Inspections, Tests, and Approvals................................................................................................ 38 8.07 Limitations on City's Responsibilities......................................................................................... 38 8.08 Undisclosed Hazardous Environmental Condition...................................................................... 38 8.09 Compliance with Safety Program................................................................................................ 38 Article 9 - City's Observation Status During Construction.......................................................................... 38 9.01 City's Project Manager................................................................................................................. 38 9.02 Visits to Site................................................................................................................................. 38 9.03 Authorized Variations in Work.................................................................................................... 39 9.04 Rejecting Defective Work............................................................................................................ 39 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 9.05 Determinations for Work Performed............................................................................................ 39 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ........................ 39 Article 10 - Changes in the Work; Claims; Extra Work............................................................................... 39 10.01 Authorized Changes in the Work............................................................................................... 39 10.02 Unauthorized Changes in the Work........................................................................................... 40 10.03 Execution of Change Orders...................................................................................................... 40 10.04 Extra Work................................................................................................................................. 40 10.05 Notification to Surety................................................................................................................. 41 10.06 Contract Claims Process............................................................................................................ 41 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 42 11.01 Cost of the Work........................................................................................................................ 42 11.02 Allowances................................................................................................................................. 45 11.03 Unit Price Work......................................................................................................................... 45 11.04 Plans Quantity Measurement..................................................................................................... 46 Article 12 - Change of Contract Price; Change of Contract Time................................................................ 47 12.01 Change of Contract Price........................................................................................................... 47 12.02 Change of Contract Time........................................................................................................... 48 12.03 Delays........................................................................................................................................ 48 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 49 13.01 Notice of Defects........................................................................................................................ 49 13.02 Access to Work.......................................................................................................................... 49 13.03 Tests and Inspections................................................................................................................. 49 13.04 Uncovering Work....................................................................................................................... 50 13.05 City May Stop the Work............................................................................................................ 51 13.06 Correction or Removal of Defective Work................................................................................ 51 13.07 Correction Period....................................................................................................................... 51 13.08 Acceptance of Defective Work.................................................................................................. 52 13.09 City May Correct Defective Work............................................................................................ 53 Article 14 - Payments to Contractor and Completion................................................................................... 53 14.01 Schedule of Values..................................................................................................................... 53 14.02 Progress Payments...................................................................................................................... 53 14.03 Contractor's Warranty of Title................................................................................................... 56 14.04 Partial Utilization....................................................................................................................... 56 14.05 Final Inspection.......................................................................................................................... 56 14.06 Final Acceptance........................................................................................................................ 57 14.07 Final Payment............................................................................................................................. 57 14.08 Final Completion Delayed and Partial Retainage Release......................................................... 58 14.09 Waiver of Claims....................................................................................................................... 58 Article 15 - Suspension of Work and Termination....................................................................................... 59 15.01 City May Suspend Work............................................................................................................ 59 15.02 City May Terminate for Cause................................................................................................... 59 15.03 City May Terminate For Convenience...................................................................................... 61 Article16 - Dispute Resolution..................................................................................................................... 63 16.01 Methods and Procedures............................................................................................................ 63 Article17 - Miscellaneous............................................................................................................................ 63 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT2026 Revision: September 1, 2025 City Project No. 106717 17.01 Giving Notice.............................................................................................................................. 63 17.02 Computation of Times................................................................................................................ 64 17.03 Cumulative Remedies................................................................................................................. 64 17.04 Survival of Obligations............................................................................................................... 64 17.05 Headings..................................................................................................................................... 64 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-1 GENERAL CONDITIONS Page 1 of 64 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 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. 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. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-2 GENERAL CONDITIONS Page 2 of 64 11. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-3 GENERAL CONDITIONS Page 3 of 64 23. Cost of the Work —See Paragraph 11.01 of these General Conditions for defmition. 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-4 GENERAL CONDITIONS Page 4 of 64 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. 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 ofAward—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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-5 GENERAL CONDITIONS Page 5 of 64 49. Plans — See definition of Drawings. 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-6 GENERAL CONDITIONS Page 6 of 64 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. 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-7 GENERAL CONDITIONS Page 7 of 64 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives 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: D. 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 OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-8 GENERAL CONDITIONS Page 8 of 64 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. 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to the Public Meeting if scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-9 GENERAL CONDITIONS Page 9 of 64 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 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: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 SANITARY SEWER PIPE ENLARGEMENT, CONTRACT 2026 City Project No. 106717 007200-10 GENERAL CONDITIONS Page 10 of 64 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 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: 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, maybe 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-11 GENERAL CONDITIONS Page 11 of 64 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. 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-12 GENERAL CONDITIONS Page 12 of 64 4.02 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. C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-13 GENERAL CONDITIONS Page 13 of 64 4.03 other data, interpretations, opinions, or information. 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; 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-14 GENERAL CONDITIONS Page 14 of 64 M*1 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 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. 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-15 GENERAL CONDITIONS Page 15 of 64 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 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-16 GENERAL CONDITIONS Page 16 of 64 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. 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-17 GENERAL CONDITIONS Page 17 of 64 5.03 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. Certificates ofInsurance 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. 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-18 GENERAL CONDITIONS Page 18 of 64 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 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-19 GENERAL CONDITIONS Page 19 of 64 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 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 00 72 00 - 20 GENERAL CONDITIONS Page 20 of 64 5.05 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 ofPolicy 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. 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. 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-21 GENERAL CONDITIONS Page 21 of 64 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: 1. 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. 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 00 72 00 - 22 GENERAL CONDITIONS Page 22 of 64 IN, 1lI in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 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. 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; 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: CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-23 GENERAL CONDITIONS Page 23 of 64 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; 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 00 72 00 - 24 GENERAL CONDITIONS Page 24 of 64 • 1. 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 attorney 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. 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. 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-25 GENERAL CONDITIONS Page 25 of 64 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 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-26 GENERAL CONDITIONS Page 26 of 64 6.07 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. 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. 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 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-27 GENERAL CONDITIONS Page 27 of 64 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. Affidavit. 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 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.B. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-28 GENERAL CONDITIONS Page 28 of 64 6.10 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. 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 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-29 GENERAL CONDITIONS Page 29 of 64 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: https://coMptroller.texas.gov/taxes/Termit/ 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-30 GENERAL CONDITIONS Page 30 of 64 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 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-31 GENERAL CONDITIONS Page 31 of 64 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 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-32 GENERAL CONDITIONS Page 32 of 64 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. 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-33 GENERAL CONDITIONS Page 33 of 64 6.19 6.20 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. 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. 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. 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 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: CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-34 GENERAL CONDITIONS Page 34 of 64 6.21 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 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. 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 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-35 GENERAL CONDITIONS Page 35 of 64 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 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-36 GENERAL CONDITIONS Page 36 of 64 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 SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-37 GENERAL CONDITIONS Page 37 of 64 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-38 GENERAL CONDITIONS Page 38 of 64 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-39 GENERAL CONDITIONS Page 39 of 64 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. 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-40 GENERAL CONDITIONS Page 40 of 64 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. 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-41 GENERAL CONDITIONS Page 41 of 64 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. 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: 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; CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-42 GENERAL CONDITIONS Page 42 of 64 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. D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, 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 11.0 LB, and shall include but not be limited to the following items: Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 00 72 00 - 43 GENERAL CONDITIONS Page 43 of 64 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. 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 00 72 00 - 44 GENERAL CONDITIONS Page 44 of 64 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. 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: 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. I or specifically covered by Paragraph 11.0 LA.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. 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 11.0l.B, 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-45 GENERAL CONDITIONS Page 45 of 64 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: 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: CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-46 GENERAL CONDITIONS Page 46 of 64 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. 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 parry 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-47 GENERAL CONDITIONS Page 47 of 64 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. E. For callout work or non -site -specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.13.2, 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: CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-48 GENERAL CONDITIONS Page 48 of 64 a. for costs incurred under Paragraphs 11.01.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.0l .A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0l.A.6, and 11.0l.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 00 72 00 - 49 GENERAL CONDITIONS Page 49 of 64 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. ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-50 GENERAL CONDITIONS Page 50 of 64 C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-51 GENERAL CONDITIONS Page 51 of 64 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 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: CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-52 GENERAL CONDITIONS Page 52 of 64 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. 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-53 GENERAL CONDITIONS Page 53 of 64 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 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-54 GENERAL CONDITIONS Page 54 of 64 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. 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-55 GENERAL CONDITIONS Page 55 of 64 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 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: CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-56 GENERAL CONDITIONS Page 56 of 64 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. 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 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-57 GENERAL CONDITIONS Page 57 of 64 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. 14.07 Final Payment A. Application for Payment: 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-58 GENERAL CONDITIONS Page 58 of 64 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 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-59 GENERAL CONDITIONS Page 59 of 64 ARTICLE 15 — SUSPENSION OF WORK AND TERNIINATION 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. 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: 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; CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-60 GENERAL CONDITIONS Page 60 of 64 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 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-61 GENERAL CONDITIONS Page 61 of 64 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. 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; CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-62 GENERAL CONDITIONS Page 62 of 64 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. 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. 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): 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; CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-63 GENERAL CONDITIONS Page 63 of 64 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 007200-64 GENERAL CONDITIONS Page 64 of 64 be deemed to have been validly given i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 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 SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revision: September 1, 2025 City Project No. 106717 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 00 73 00 SUPPLEMENTARY CONDITIONS Page 1 of 7 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 0410112026. Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 19, 2025 City Project No. 106717 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 7 SC-4.01A.2,"Availability of Lands" 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 0410112026. EXPECTED UTILITY AND LOCATION OWNER None TARGET DATE OF ADJUSTMENT The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: None The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SC-5.02 Performance, Payment, and Maintenance Bonds Delete 5.02 B SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: None (3) Other: None SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A.. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 19, 2025 City Project No. 106717 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 7 SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of. $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverages. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks: None The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 $Confirm Limits with Railroad $Confirm Limits with Railroad Not required for this Contract SANITARYSEWER PIPE ENLARGEMENT, CONTRACT 2026 City Project No. 106717 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 7 With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier I for the project. SC-6.07 A.., "Duty to pay Prevailing Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: GC-6.07 2013 PREVAILING WAGE RATE (Heavy and Highway Construction Projects) A copy of the table is also available by accessing the City's website at: httas:Hapns.fortworthtexas.2ov/Proi ectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 — General Conditions SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: None CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 19, 2025 City Project No. 106717 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 7 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" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of 0410112026. Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None Revise Section D as follows: The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified. The City will give notice of observed defects with reasonable promptness. SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor") agrees as follows: 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin, in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 4. Information and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information and its facilities as may be determined by City or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 19, 2025 City Project No. 106717 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of 7 another who fails or refuses to furnish this information the contractor shall so certify to the City, or the Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the Texas Department of Transportation may determine to be appropriate, including, but not limited to: a. withholding of payments to the Contractor under the Contract until the Contractor complies, and/or b. cancellation, termination or suspension of the Contract, in whole or in part. 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as City or the Texas Department of Transportation may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Additional Title VI requirements can be found in the Appendix. SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: None Vendor Scope of Work Coordination Authority None SC-8.01, "Communications to Contractor" None SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Scott Lafferty, or his/her successor pursuant to written notification from the Director of Water Department. SC-13.03C., "Tests and Inspections" None SC-16.01C.1, "Methods and Procedures" None CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 19, 2025 City Project No. 106717 00 73 00 SUPPLEMENTARY CONDITIONS Page 7 of 7 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 SANITARYSEWER PIPE ENLARGEMENT, CONTRACT 2026 City Project No. 106717 2 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 45 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 11 SECTION 0135 13 SPECIAL PROJECT PROCEDURES The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Use of Explosives, Drop Weight, Etc. e. Water Department Notification f. Public Notification Prior to Beginning Construction g. Coordination with United States Army Corps of Engineers h. Coordination within Railroad permits areas i. Dust Control j. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. NON-EXCLUSIVE CONTRACT This contract is non-exclusive. During the term of this contract or any renewal hereof, the City reserves the right to advertise and award another contract for like or similar work. If a second contract is awarded, the City further reserves the right to issue work orders under either contract as it deems in its best interest, without recourse. 2. MOVE IN CHARGES A Work Order may contain one or more locations. One move -in fee will be paid to the contractor per Work Order issued. Locations for multiple sites per Work Order will be in the same general vicinity, if possible, and if so, only one mobilization charge will be paid. When water and sewer work are required only the water move in fee will be paid. At no time will both fees be paid for one specific location. 3. EMERGENCY SITUATION, JOB MOVE -IN The Owner or Engineer shall determine when an emergency situation shall exist. When water emergency work is required, the Contractor shall mobilize to the said location within twenty-four (24) hours after given notification from the Inspector and/or Project Manager. The Contractor shall make all necessary arrangements for bypass pumping, setting up barricades, notifying citizens, etc., while waiting for other utilities to be located as directed by the Engineer. The Contractor shall work continuously until the emergency work order has been completed at a time agreed to by the Project Manager, Inspector, and Contractor. After the emergency work order has been completed, there will be no additional "Job Move -In" charges paid to remobilize back to the previous project location site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 SANITARYSEWER PIPE ENLAGEMENT, CONTRACT 2026 City Project No. 106717 0135 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 11 1 4. DETERMINATION AND INITIATION OF WORK 2 The Engineer shall determine and designate to the Contractor the location of the 3 service main requiring replacement by a Work Order together with a sketch for 4 each such replacement, giving the limits, size and nature of work required. The 5 Engineer will notify the Contractor that a Work Order is ready and fax and/or email 6 the Contractor a copy of the Work Order notification. The Contractor is to provide 7 his fax number and email address to the Engineer at the pre -construction 8 conference. Single or several Work Orders may be issued at one time. The 9 Contractor shall initiate work on a replacement within seven (7) working days of 10 the date the Work Order is sent to the Contractor, and continue work on the Work 11 Order until it has been completed, not including paving. The Contractor shall 12 furnish and supply sufficient equipment and personnel to complete the Work Order 13 in the amount of time provided for in the Work Order. Should the Contractor fail to 14 start any Work Order within the time specified, he shall add the necessary work 15 crews and equipment to prosecute the work to complete the Work Order or Work 16 Orders in the time provided. 17 18 5. PAYMENT 19 Because of the unique nature of this contract, Article 14, PAYMENTS TO 20 CONTRACTOR AND COMPLETION of the General Conditions shall be 21 amended and superseded by the following: (Please initial below) 22 23 Whenever the improvements prescribed by an individual Work Order have been 24 completed, the Contractor shall notify the Engineer. The Engineer or other 25 appropriate official of the Owner will, within a reasonable time, perform the 26 inspections. If such inspection reveals that the improvements are in an acceptable 27 condition and have been completed in accordance with the terms of the Contract 28 Documents and all approved modifications thereof, the Engineer will recommend 29 acceptance of the work under that particular Work Order and recommend payment 30 therefore. 31 32 If the Engineer finds that the work has not been completed as required, he shall so 33 advise the Contractor in writing, furnishing him an itemized list of all known items 34 which have not been completed or which are not in an acceptable condition. When 35 the Contractor has corrected all such items, he shall again notify the Engineer that 36 the improvements are ready for inspection, and the Engineer shall proceed as 37 outlined above. 38 39 Whenever the improvements prescribed by the individual Work Order have been 40 completed and all requirements of the Contract Documents have been fulfilled on 41 the part of the Contractor, an estimate showing the value of the work will be 42 prepared by the Engineer as soon as the necessary measurements, computations, 43 and checks can be made. 44 45 The amount of the estimate will be paid to the Contractor after acceptance by the 46 Water Department Director, provided the Contractor has furnished to the Owner 47 satisfactory evidence of payment as follows: Prior to submission of the estimate for 48 payment, the Contractor shall execute an affidavit, as furnished by the City, 49 certifying that all persons, firms, associations, corporations, or other organizations 50 furnishing labor and/or materials under that Work Order have been paid in full, that 51 the wage scale established by the City Council in the City of Fort Worth has been CITY OF FORT WORTH SANITARYSEWER PIPE ENLAGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 11, 2022 City Project No. 106717 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 11 1 paid, and that there are no claims pending for personal injury and/or property 2 damages. 3 4 The acceptance by the Contractor of the individual payment as aforesaid shall 5 operate as and shall release the Owner from all claims or liabilities under the 6 Contract for anything done or furnished or relating to the work under that Work 7 Order or any act or neglect of said City relating to or connected with the Contract. 8 9 The making of the payment by the Owner shall not relieve the Contractor of any 10 guarantees or other requirements of the Contract Documents which specifically 11 continue thereafter. 12 13 14 15 16 17 18 19 Bidder's Initials 6. BID QUANTITIES AND CONTRACT AWARD Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities. There is no limit to which a bid item can be increased or decreased. 20 Contractor shall not be entitled to renegotiation of unit prices regardless of the final 21 measured quantities. To the extent that Articles 10, 11, or 12 conflicts with this 22 provision, this provision controls. No claim will be considered for lost or 23 anticipated profits based upon differences in estimated quantities versus actual 24 quantities. 25 26 Total quantities given in the bid proposal may not reflect actual quantities; 27 however, they are given for the purpose of bidding and awarding the contract. A 28 contract in the amount of 1,000,000 00 shall be awarded with final payment 29 based on actual measured quantities and the unit price bid in this proposal. 30 Moreover, there is to be not limit on the variation between the estimated quantities 31 shown and actual quantities performed. 32 33 7. LIFE OF CONTRACT 34 It is contemplated that Work Orders will be issued to the Contractor for work to be 35 performed under this Contract for not to exceed 365 calendar days following the 36 date of the Contract nor to exceed the limit of the bid price, whichever should occur 37 first. The Contractor shall be required to complete any work covered by a Work 38 Order issued prior to that date of termination but will not be required to accept any 39 work order for execution dated after that date of termination. If the cost of the work 40 performed under this Contract is less than the limit of the contract award at the end 41 of the 365-calendar day period, at the City's option and the Contractor's 42 concurrence, the Project may be extended to the limit of the contract award. 43 44 8. OPTION TO RENEW 45 The City has the right to renew this contract for one (1) one-year 46 terms/expenditures of $1,000,000.00 under the same terms, conditions and unit 47 prices. The City shall give at least sixty (60) days' notice prior to the expiration of 48 this contract, determined as one year from the date of execution, or of an option 49 period, or a like notice at such a time as there is less than $20,000.00 left 50 unexpended. 51 CITY OF FORT WORTH SANITARYSEWER PIPE ENLAGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 11, 2022 City Project No. 106717 0135 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 11 1 9. LIQUIDATED DAMAGES 2 The Contractor shall pay liquidated damages of four hundred twenty dollars 3 ($420.00) per day per Work Order, for failure to begin a Work Order within the 4 seven (7) working days of the date the Work Order is faxed to the Contractor. 5 Failure to complete project within the stipulated construction time on the Work 6 Order, the Contractor will pay liquidated damages in the amount stipulated in these 7 contract documents. 8 9 10. TRENCH SAFETY SYSTEM DESIGN 10 Because of the unique nature of this contract, the number of trench safety system 11 designs required is not known at the time bids are received. While the contractor is 12 still bound by the latest version of the U.S. Department of Labor, Occupational 13 Safety and Health Administration Standards, 29 CFR Part 1926, Subpart P- 14 Excavations, it is the City's intention that all costs incurred by the Contractor in 15 acquiring trench safety designs be included in the unit price bid for Job Move In or 16 mobilization. 17 18 11. IRRIGATION SYSTEMS 19 Disruption of private irrigation systems is inevitable, but should be kept to a 20 minimum where possible. Repairing damage to the irrigation system shall be 21 subsidiary to the price bid per linear foot of pipe. No additional compensation will 22 be allowed. 23 24 C. Related Specification Sections include, but are not necessarily limited to: 25 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 26 2. Division 1 — General Requirements 27 3. Section 33 12 25 — Connection to Existing Water Mains 28 1.2 PRICE AND PAYMENT PROCEDURES 29 A. Measurement and Payment 30 1. Coordination within Railroad permit areas 31 a. Measurement 32 1) Measurement for this Item will be by lump sum. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 will be paid for at the lump sum price bid for Railroad Coordination. 36 c. The price bid shall include: 37 1) Mobilization 38 2) Inspection 39 3) Safety training 40 4) Additional Insurance 41 5) Insurance Certificates 42 6) Other requirements associated with general coordination with Railroad, 43 including additional employees required to protect the right-of-way and 44 property of the Railroad from damage arising out of and/or from the 45 construction of the Project. 46 2. Railroad Flagmen 47 a. Measurement CITY OF FORT WORTH SANITARYSEWER PIPE ENLAGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 11, 2022 City Project No. 106717 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 11 1 1) Measurement for this Item will be per working day. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 will be paid for each working day that Railroad Flagmen are present at the 5 Site. 6 c. The price bid shall include: 7 1) Coordination for scheduling flagmen 8 2) Flagmen 9 3) Other requirements associated with Railroad 10 3. All other items 11 a. Work associated with these Items is considered subsidiary to the various Items 12 bid. No separate payment will be allowed for this Item. 13 1.3 REFERENCES 14 A. Reference Standards 15 1. Reference standards cited in this Specification refer to the current reference 16 standard published at the time of the latest revision date logged at the end of this 17 Specification, unless a date is specifically cited. 18 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 19 High Voltage Overhead Lines. 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination with the Texas Department of Transportation 22 1. When work in the right-of-way which is under the jurisdiction of the Texas 23 Department of Transportation (TxDOT): 24 a. Notify the Texas Department of Transportation prior to commencing any work 25 therein in accordance with the provisions of the permit 26 b. All work performed in the TxDOT right-of-way shall be performed in 27 compliance with and subject to approval from the Texas Department of 28 Transportation 29 B. Work near High Voltage Lines 30 1. Regulatory Requirements 31 a. All Work near High Voltage Lines (more than 600 volts measured between 32 conductors or between a conductor and the ground) shall be in accordance with 33 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 34 2. Warning sign 35 a. Provide sign of sufficient size meeting all OSHA requirements. 36 3. Equipment operating within 10 feet of high voltage lines will require the following 37 safety features 38 a. Insulating cage -type of guard about the boom or arm 39 b. Insulator links on the lift hook connections for back hoes or dippers 40 c. Equipment must meet the safety requirements as set forth by OSHA and the 41 safety requirements of the owner of the high voltage lines 42 4. Work within 6 feet of high voltage electric lines 43 a. Notification shall be given to: 44 1) The power company (example: ONCOR) 45 a) Maintain an accurate log of all such calls to power company and record 46 action taken in each case. CITY OF FORT WORTH SANITARYSEWER PIPE ENLAGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 11, 2022 City Project No. 106717 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 11 1 b. Coordination with power company 2 1) After notification coordinate with the power company to: 3 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 4 lower the lines 5 c. No personnel may work within 6 feet of a high voltage line before the above 6 requirements have been met. 7 C. Confined Space Entry Program 8 1. Provide and follow approved Confined Space Entry Program in accordance with 9 OSHA requirements. 10 2. Confined Spaces include: 11 a. Manholes 12 b. All other confined spaces in accordance with OSHA's Permit Required for 13 Confined Spaces 14 hgps://www.tceq.texas.gov/assets/public/permitting/air/factsheets/permit-factsheet.pdf 15 D. TCEQ Air Permit 16 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 17 E. 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 F. 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 G. 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 SANITARYSEWER PIPE ENLAGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised March 11, 2022 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 11 a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit «A„ 3) City of Fort Worth Door Hangers will be provided to the Contractor for distribution with their notice. 4) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 5) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer and door hangers are delivered to all residents of the block. H. Public Notification of Temporary Water Service Interruption during Construction I. 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. 1. 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. J. Coordination within Railroad Permit Areas CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 SANITARYSEWER PIPE ENLAGEMENT, CONTRACT 2026 City Project No. 106717 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 11 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 K. 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 L. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 SANITARYSEWER PIPE ENLAGEMENT, CONTRACT 2026 City Project No. 106717 013513-9 SPECIAL PROJECT PROCEDURES Page 9 of 11 DATE NAME SUMMARY OF CHANGE 1.4.13— Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit Remove references to Air Pollution watch Days and NCTCOG Clean construction 3/11/2022 M Owen Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 SANITARYSEWER PIPE ENLAGEMENT, CONTRACT 2026 City Project No. 106717 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 013513 -10 SPECIAL PROJECT PROCEDURES Page 10 of 11 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: MC. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> m MC. <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 IL 2022 SANITARY SEWER PIPE ENLAGEMENT, CONTRACT 2026 City Project No. 106717 I 4 3 4 Date: EXHIBIT B FORT WORTH..,,, DOE NO. XXXX Project Name: 0135 13 -11 SPECIAL PROJECT PROCEDURES Page 11 of 11 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: YOUR MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (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 SANITARYSEWER PIPE ENLAGEMENT, CONTRACT 2026 City Project No. 106717 015526-1 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 B. Deviations from this City of Fort Worth Standard Specification 1. PRICE AND PAYMENT PROCEDURES — Given the nature of this contract, Street Use Permits will be paid for at the pre -bid price of $112.50 each on an as -needed basis. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 — General Requirements 14 3. Section 34 71 13 — Traffic Control 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this specification refer to the current reference standard 22 published at the time of the latest revision date logged at the end of this 23 specification, unless a date is specifically cited. 24 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Traffic Control 27 1. General 28 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 29 traffic. 30 b. When traffic control plans are included in the Drawings, provide Traffic 31 Control in accordance with Drawings and Section 34 71 13. 32 c. When traffic control plans are not included in the Drawings, prepare traffic 33 control plans in accordance with Section 34 71 13 and submit to City for 34 review. 35 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT2026 Revised March 22, 2021 City Project No. 106717 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) A traffic control "Typical" published by City of Fort Worth, the Texas 2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 3 of Transportation (TxDOT) can be used as an alternative to preparing 4 project/site specific traffic control plan if the typical is applicable to the 5 specific project/site. 6 B. Street UsePermit 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 signmeeting 27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 28 Devices (MUTCD). 29 2. Install temporary sign before the removal of permanent sign. 30 3. When construction is complete, to the extent that the permanent sign can be 31 reinstalled, contact the City Transportation and Public Works Department, Signs 32 and Markings Division, to reinstall the permanent sign. 33 F. Traffic Control Standards 34 1. Traffic Control Standards can be found on the City's website. 35 1.5 SUBMITTALS [NOT USED] 36 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH SANITAR Y SE WER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT2026 Revised March 22, 2021 City Project No. 106717 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" if 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 SANITAR Y SE WER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT2026 Revised March 22, 2021 City Project No. 106717 4 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 5 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION A. Section Includes: 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 SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised November 22, 2016 City Project No. 106717 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 5 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 PART 1 - GENERAL 23 1.1 SUMMARY 24 A. Section Includes 25 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 26 a. Contractor to emergency mobilize within 24 hours of notification 27 by Project Manager. (Not issuance of work order) 28 29 1.2 PRICE AND PAYMENT PROCEDURES 30 A. Measurement and Payment 31 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 32 e. After the emergency work order has been completed, there will be no 33 additional mobilization charges paid to remobilize back to the 34 previous project location site. 35 36 A. Related Specification Sections include, but are not necessarily limited to: 37 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 38 Contract 39 2. Division 1 — General Requirements 40 1.2 PRICE AND PAYMENT PROCEDURES 41 A. Measurement and Payment [Consult City Department/Division for direction on if 42 Mobilization pay item to be included or the item should be subsidiary. Include the 43 appropriate Section 1.2 A. 1.] 44 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised November 22, 2016 City Project No. 106717 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 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 5 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised November 22, 2016 City Project No. 106717 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 5 1 1) The Work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" will be paid for at the unit 3 price per each "Work Order Emergency Mobilization" in accordance with 4 Contract Documents. Demobilization shall be considered subsidiary to 5 mobilization and shall not be paid for separately. 6 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.I.A.3.a.2) 10 11 d. No payments will be made for standby, idle time, or lost profits associated this 12 Item. 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 15 1.5 SUBMITTALS [NOT USED] 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1.6 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 SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised November 22, 2016 City Project No. 106717 017000-5 MOBILIZATION AND REMOBILIZATION Page 5 of 5 5 PART 2 - PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED] 7 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 SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised November 22, 2016 City Project No. 106717 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 0241 14 - 1 UTILITY REMOVAL/ABANDONMENT Page 1 of 16 SECTION 02 4114 UTILITY REMOVAL/ABANDONMENT A. Section Includes: 1. Direction for the removal, abandonment or salvaging of the following utilities: a. Cathodic Protection Test Stations b. Water Lines c. Gate Valves d. Water Valves e. Fire Hydrants f. Water Meters and Meter Box g. Water Sampling Station h. Concrete Water Vaults i. Sanitary Sewer Lines j. Sanitary Sewer Manholes k. Sanitary Sewer Junction Boxes 1. Storm Sewer Lines in. Storm Sewer Manhole Risers n. Storm Sewer Junction Boxes o. Storm Sewer Inlets p. Box Culverts q. Headwalls and Safety End Treatments r. Trench Drains B. Deviations from this City of Fort Worth Standard Specification 1.2 PRICE AND PAYMENT PROCEDURES B. Water Lines and Appurtenances 9. Concrete Water Vault Removal a. Measurement 1) Measurement and Payment for this Bid Item is for Large Concrete Vaults. No payment will be made for small concrete water meter vaults (boxes) housing 2-inch and smaller water meters. 3.4 REMOVAL, SALVAGE AND ABANDONMENT B. Water Lines and Appurtenances 5. Should read "Water Valve Abandonment" 6. Water Valve Removal and Salvage e. Do not Fill, Valve is removed 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 CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 0241 14-2 UTILITY REMOVAL/ABANDONMENT Page 2 of 16 3. Section 03 34 13 — Controlled Low Strength Material (CLSM) 2 4. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 3 5. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 4 6. Section 33 11 11 —Ductile Iron Fittings 5 7. Section 33 11 13 — Concrete Pressure Pipe, Bar -wrapped, Steel Cylinder Type 6 8. Section 33 11 14 — Buried Steel Pipe and Fittings 7 9. Section 33 12 25 — Connection to Existing Water Mains 8 1.2 PRICE AND PAYMENT PROCEDURES 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 A. Utility Lines 1. Abandonment of Utility Line by Grouting a. Measurement 1) Measurement for this Item shall be per cubic yard of existing utility line to be grouted. Measure by tickets showing cubic yards of grout applied. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price per cubic yard of "Line Grouting" for: a) Various types of utility line c. The price bid shall include: 1) Low density cellular grout or CLSM 2) Water 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Utility Line Removal, Separate Trench a. Measurement 1) Measurement for this Item shall be per linear foot of existing utility line to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Remove Line" for: a) Various types of existing utility line b) Various sizes c. The price bid shall include: 1) Removal and disposal of existing utility pipe 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 3. Utility Line Removal, Same Trench a. Measurement CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 024114-3 UTILITY REMOVAL/ABANDONMENT Page 3 of 16 1 1) This Item is considered subsidiary the proposed utility line being installed. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 are subsidiary to the installation of proposed utility pipe and shall be 5 subsidiary to the unit price bid per linear foot of pipe complete in place, and 6 no other compensation will be allowed. 7 4. Manhole Abandonment 8 a. Measurement 9 1) Measurement for this Item will be per each manhole to be abandoned. 10 b. Payment 11 1) The work performed and materials furnished in accordance with this Item 12 and measured as provided under "Measurement" shall be paid for at the 13 unit price bid per each "Abandon Manhole" for: 14 a) Various diameters 15 b) Various types 16 c. The price bid shall include: 17 1) Removal and disposal of manhole cone 18 2) Removal, salvage and delivery of frame and cover to City, if applicable 19 3) Cutting and plugging of existing sewer lines 20 4) Concrete 21 5) Acceptable material for backfilling manhole void 22 6) Pavement removal 23 7) Excavation 24 8) Hauling 25 9) Disposal of excess materials 26 10) Furnishing, placement and compaction of backfill 27 11) Surface restoration 28 12) Clean-up 29 5. Cathodic Test Station Abandonment 30 a. Measurement 31 1) Measurement for this Item will be per each cathodic test station to be 32 abandoned. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 and measured as provided under "Measurement" shall be paid for at the 36 unit price bid per each "Abandon Cathodic Test Station". 37 c. The price bid shall include: 38 1) Abandon cathodic test station 39 2) CLSM 40 3) Pavement removal 41 4) Excavation 42 5) Hauling 43 6) Disposal of excess materials 44 7) Furnishing, placement and compaction of backfill 45 8) Clean-up 46 B. Water Lines and Appurtenances 47 1. Installation of a Water Line Pressure Plug 48 a. Measurement 49 1) Measurement for this Item shall be per each pressure plug to be installed. 50 b. Payment CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0241 14 - 4 UTILITY REMOVAL/ABANDONMENT Page 4 of 16 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Pressure Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing pressure plug 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess material 6) Gaskets 7) Bolts and Nuts 8) Furnishing, placement and compaction of embedment 9) Furnishing, placement and compaction of backfill 10) Disinfection 11) Testing 12) Clean-up 2. Abandonment of Water Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Water Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 3. Water Valve Removal a. Measurement 1) Measurement for this Item will be per each water valve to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Water Valve" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of valve 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 024114-5 UTILITY REMOVAL/ABANDONMENT Page 5 of 16 7) Furnishing, placement and compaction of backfill 8) Clean-up 4. W ter Valve Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water valve to be removed and salvaged. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Water Valve" for: a) Various sizes c. The price bid shall include: 1) Removal and Salvage of valve 2) CLSM 3) Delivery to City 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess materials 8) Furnishing, placement and compaction of backfill 9) Clean-up 5. W ter Valve Abandonment a. Measurement 1) Measurement for this Item will be per each water valve to be abandoned. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Abandon Water Valve" for: a) Various Sizes c. The price bid shall include: 1) Abandonment of valve 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 6. Fire Hydrant Removal and Salvage a. Measurement 1) Measurement for this Item will be per each fire hydrant to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Fire Hydrant". c. The price bid shall include: 1) Removal and salvage of fire hydrant 2) Delivery to City 3) Pavement removal 4) Excavation CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 024114-6 UTILITY REMOVAL/ABANDONMENT Page 6 of 16 1 5) Hauling 2 6) Disposal of excess materials 3 7) Furnishing, placement and compaction of backfill 4 8) Clean-up 5 7. Water Meter Removal and Salvage 6 a. Measurement 7 1) Measurement for this Item will be per each water meter to be removed and 8 salvaged. 9 b. Payment 10 1) The work performed and materials furnished in accordance with this Item 11 and measured as provided under "Measurement" shall be paid for at the 12 unit price bid per each "Salvage Water Meter" for: 13 a) Various sizes 14 2) If a "Water Meter Service Relocate" is performed in accordance with 15 Section 33 12 10, removal and salvage or disposal of the existing (2-inch or 16 smaller) water meter shall be subsidiary to the cost of the "Water Meter 17 Service Relocate", no other compensation will be allowed. 18 c. The price bid shall include: 19 1) Removal and salvage of water meter 20 2) Delivery to City 21 3) Pavement removal 22 4) Excavation 23 5) Hauling 24 6) Disposal of excess materials 25 7) Furnishing, placement and compaction of backfill 26 8) Clean-up 27 8. Water Sampling Station Removal and Salvage 28 a. Measurement 29 1) Measurement for this Item will be per each water sampling station to be 30 removed. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" shall be paid for at the 34 unit price bid per each "Salvage Water Sampling Station". 35 c. The price bid shall include: 36 1) Removal and salvage of water sampling station 37 2) Delivery to City 38 3) Pavement removal 39 4) Excavation 40 5) Hauling 41 6) Disposal of excess materials 42 7) Furnishing, placement and compaction of backfill 43 8) Clean-up 44 9. Concrete Water Vault Removal 45 a. Measurement 46 1) Measurement for this Item will be per each concrete water vault to be 47 removed. 48 b. Payment CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 024114-7 UTILITY REMOVAL/ABANDONMENT Page 7 of 16 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Concrete Water Vault". c. The price bid shall include: 1) Removal and disposal of concrete water vault 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Removal, salvage and delivery of any valves to City, if applicable 4) Removal, salvage and delivery of any water meters to City, if applicable 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess materials 9) Furnishing, placement and compaction of backf ll 10) Clean-up C. Sanitary Sewer Lines and Appurtenances 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Sewer Abandonment Plug" for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Sanitary Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer manhole to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Sewer Manhole" for: a) Various diameters c. The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Cutting and plugging of existing sewer lines 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess materials CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 024114-8 UTILITY REMOVAL/ABANDONMENT Page 8 of 16 8) Furnishing, placement and compaction of backfill 9) Clean-up 3. Sanitary Sewer Junction Structure Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer junction structure being removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the lump sum bid per each "Remove Sewer Junction Box" location. c. The price bid shall include: 1) Removal and disposal of junction box 2) Removal, salvage and delivery of frame and cover to City. 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up D. Storm Sewer Lines and Appurtenances 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug to be installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Storm Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Storm Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each storm sewer manhole to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Manhole Riser" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 0241 14-9 UTILITY REMOVAL/ABANDONMENT Page 9 of 16 1 3) Pavement removal 2 4) Excavation 3 5) Hauling 4 6) Disposal of excess materials 5 7) Furnishing, placement and compaction of backfill 6 8) Clean-up 7 3. Storm Sewer Junction Box Removal 8 a. Measurement 9 1) Measurement for this Item will be per each storm sewer junction structure 10 to be removed. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" shall be paid for at the 14 unit price bid per each "Remove Storm Junction Box" for: 15 a) Various sizes 16 c. The price bid shall include: 17 1) Removal and disposal of junction box 18 2) Removal, salvage and delivery of frame and cover to City, if applicable 19 3) Pavement removal 20 4) Excavation 21 5) Hauling 22 6) Disposal of excess materials 23 7) Furnishing, placement and compaction of backfill 24 8) Clean-up 25 4. Storm Sewer Junction Structure Removal 26 a. Measurement 27 1) Measurement for this Item will be per each storm sewer junction structure 28 being removed. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under "Measurement" shall be paid for at the 32 lump sum bid per each "Remove Storm Junction Structure" location. 33 c. The price bid shall include: 34 1) Removal and disposal of junction structure 35 2) Removal, salvage and delivery of frame and cover to City, if applicable 36 3) Pavement removal 37 4) Excavation 38 5) Hauling 39 6) Disposal of excess materials 40 7) Furnishing, placement and compaction of backfill 41 8) Clean-up 42 5. Storm Sewer Inlet Removal 43 a. Measurement 44 1) Measurement for this Item will be per each storm sewer inlet to be 45 removed. 46 b. Payment 47 1) The work performed and materials furnished in accordance with this Item 48 and measured as provided under "Measurement" shall be paid for at the 49 unit price bid per each "Remove Storm Inlet" for: 50 a) Various types CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 0241 14 - 10 UTILITY REMOVAL/ABANDONMENT Page 10 of 16 b) Various sizes c. The price bid shall include: 1) Removal and disposal of inlet 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 6. Storm Sewer Junction Box Removal a. Measurement 1) Measurement for this Item shall be per linear foot of existing storm sewer box to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Remove Storm Junction Box" for all sizes. c. The price bid shall include: 1) Removal and disposal of Storm Sewer Box 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 7. Headwall/SET Removal a. Measurement 1) Measurement for this Item will be per each headwall or safety end treatment (SET) to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Headwall/SET". c. The price bid shall include: 1) Removal and disposal of Headwall/SET 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 8. Trench Drain Removal a. Measurement 1) Measurement for this Item shall be per linear foot of storm sewer trench drain to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Remove Trench Drain" for: a) Various sizes CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 0241 14 - 11 UTILITY REMOVAL/ABANDONMENT Page 11 of 16 1 c. The price bid shall include: 2 1) Removal and disposal of storm sewer line 3 2) Pavement removal 4 3) Excavation 5 4) Hauling 6 5) Disposal of excess materials 7 6) Furnishing, placement and compaction of backfill 8 7) Clean-up 9 1.3 REFERENCES [NOT USED] 10 1.4 ADMINISTRATIVE REQUIREMENTS 11 A. Coordination 12 1. Contact Inspector and the Water Department Field Operation Storage Yard for 13 coordination of salvage material return. 14 1.5 SUBMITTALS [NOT USED] 15 1.6 ACTION SUBMITTALS/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 20 A. Storage and Handling Requirements 21 1. Protect and salvage all materials such that no damage occurs during delivery to the 22 City. 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS 26 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 27 2.2 MATERIALS 28 2.3 ACCESSORIES [NOT USED] 29 2.4 SOURCE QUALITY CONTROL [NOT USED] 30 CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 0241 14-12 UTILITY REMOVAL/ABANDONMENT Page 12 of 16 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 REMOVAL, SALVAGE, AND ABANDONMENT 6 A. General 7 1. Manhole Abandonment 8 a. All manholes that are to be taken out of service are to be removed unless 9 specifically requested and/or approved by City. 10 b. Excavate and backfill in accordance with Section 33 05 10. 11 c. Remove and salvage manhole frame and cover as coordinated with City. 12 d. Deliver salvaged material to the City. 13 e. Cut and plug sewer lines to be abandoned. 14 f. Backfill manhole void in accordance with City Standard Details. 15 B. Water Lines and Appurtenances 16 1. Water Line Pressure Plugs 17 a. Ductile Iron Water Lines 18 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 19 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 20 with Section 33 11 11. 21 3) Perform Cut and Plug in accordance with Section 33 12 25. 22 b. PVC C900 and C905 Water Lines 23 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 24 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance 25 with Section 33 11 11. 26 3) Perform Cut and Plug in accordance with Section 33 12 25. 27 c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 28 1) Excavate, embed, and backfill in accordance with Section 33 05 10 29 2) Plug using: 30 a) A fabricated plug restrained by welding or by a Snap Ring in 31 accordance with Section 33 11 13; or 32 b) A blind flange in accordance with Section 33 11 13 33 3) Perform Cut and Plug in accordance with Section 33 12 25. 34 d. Buried Steel Water Lines 35 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 36 2) Plug using: 37 a) A fabricated plug restrained by welding in accordance with Section 33 38 11 14; or 39 b) A blind flange in accordance with Section 33 11 14 40 3) Perform Cut and Plug in accordance with Section 33 12 25. 41 2. Water Line Abandonment Plug 42 a. Excavate and backfill in accordance with Section 33 05 10. 43 b. Plug with CLSM in accordance with Section 03 34 13. 44 3. Water Line Abandonment by Grouting 45 a. Excavate and backfill in accordance with Section 33 05 10. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 0241 14 - 13 UTILITY REMOVAL/ABANDONMENT Page 13 of 16 1 b. Dewater from existing line to be grouted. 2 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 3 or CLSM in accordance with 03 34 13. 4 d. Dispose of any excess material. 5 4. W ter Line Removal 6 a. Excavate and backfill in accordance with Section 33 05 10. 7 b. Cut existing line from the utility system prior to removal. 8 c. Cut any services prior to removal. 9 d. Remove existing pipe line and properly dispose as approved by City. 10 5. W ter Valve Removal 11 a. Excavate and backfill in accordance with Section 33 05 10. 12 b. Remove and dispose of valve bonnet, wedge and stem. 13 c. Fill valve body with CLSM in accordance with Section 03 34 13. 14 6. W ter Valve Removal and Salvage 15 a. Excavate and backfill in accordance with Section 33 05 10. 16 b. Remove valve bonnet, wedge and stem. 17 c. Deliver salvaged material to the Water Department Field Operation Storage 18 Yard. 19 d. Protect salvaged materials from damage. 20 e. Fill valve body with CLSM in accordance with Section 03 34 13. 21 7. W ter Valve Abandonment 22 a. Excavate and backfill in accordance with Section 33 05 10. 23 b. Remove the top 2 feet of the valve stack and any valve extensions. 24 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 25 8. Fire Hydrant Removal and Salvage 26 a. Excavate and backfill in accordance with Section 33 05 10. 27 b. Remove Fire Hydrant. 28 c. Place abandonment plug on fire hydrant lead line. 29 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage 30 Yard. 31 e. Protect salvaged materials from damage. 32 9. W ter Meter Removal and Salvage 33 a. Remove and salvage water meter. 34 b. Return salvaged meter to Project Representative. 35 c. City will provide replacement meter for installation. 36 d. Meter Box and Lid 37 1) Remove and salvage cast iron meter box lid. 38 2) Remove and dispose of any non -cast iron meter box lid. 39 3) Return salvaged material to the Water Department Field Operation Storage 40 Yard. 41 4) Remove and dispose of meter box. 42 10. Water Sample Station Removal and Salvage 43 a. Remove and salvage existing water sample station. 44 b. Deliver salvaged material to the Water Department Field Operation Storage 45 Yard. 46 11. Concrete Water Vault Removal 47 a. Excavate and backfill in accordance with Section 33 05 10. 48 b. Remove and salvage vault lid. 49 c. Remove and salvage valves. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 0241 14-14 UTILITY REMOVAL/ABANDONMENT Page 14 of 16 1 d. Remove and salvage meters. 2 e. Deliver salvaged material to the Water Department Field Operation Storage 3 Yard. 4 £ Remove and dispose of any piping or other appurtenances. 5 g. Demolish and remove entire concrete vault. 6 h. Dispose of all excess materials. 7 12. Cathodic Test Station Abandonment 8 a. Excavate and backfill in accordance with Section 33 05 10 9 b. Remove the top 2 feet of the cathodic test station stack and contents. 10 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. 11 C. Sanitary Sewer Lines and Appurtenances 12 1. Sanitary Sewer Line Abandonment Plug 13 a. Excavate and backfill in accordance with Section 33 05 10. 14 b. Remove and dispose of any sewage. 15 c. Plug with CLSM in accordance with Section 03 34 13. 16 2. Sanitary Sewer Line Abandonment by Grouting 17 a. Excavate and backfill in accordance with Section 33 05 10. 18 b. Dewater and dispose of any sewage from the existing line to be grouted. 19 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 20 or CLSM in accordance with 03 34 13. 21 d. Dispose of any excess material. 22 3. Sanitary Sewer Line Removal 23 a. Excavate and backfill in accordance with Section 33 05 10. 24 b. Cut existing line from the utility system prior to removal. 25 c. Cut any services prior to removal. 26 d. Remove existing pipe line and properly dispose as approved by City. 27 4. Sanitary Sewer Manholes Removal 28 a. All sanitary sewer manholes that are to be taken out of service are to be 29 removed unless specifically requested and/or approved by City. 30 b. Excavate and backfill in accordance with Section 33 05 10. 31 c. Remove and salvage manhole frame and cover. 32 d. Deliver salvaged material to the Water Department Field Operation Storage. 33 e. Demolish and remove entire concrete manhole. 34 f. Cut and plug sewer lines to be abandoned. 35 5. Sanitary Sewer Junction Structure Removal 36 a. Excavate and backfill in accordance with Section 33 05 10. 37 b. Remove and salvage manhole frame and cover. 38 c. Deliver salvaged material to the Water Department Field Operation Storage. 39 d. Demolish and remove entire concrete manhole. 40 e. Cut and plug sewer lines to be abandoned. 41 D. Storm Sewer Lines and Appurtenances 42 1. Storm Sewer Abandonment Plug 43 a. Excavate and backfill in accordance with Section 33 05 10. 44 b. Dewater line. 45 c. Plug with CLSM in accordance with Section 03 34 13. 46 2. Storm Sewer Line Abandonment by Grouting 47 a. Excavate and backfill in accordance with Section 33 05 10. 48 b. Dewater the existing line to be grouted. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 0241 14 - 15 UTILITY REMOVAL/ABANDONMENT Page 15 of 16 1 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 2 or CLSM in accordance with 03 34 13. 3 d. Dispose of any excess material. 4 3. Storm Sewer Line Removal 5 a. Excavate and backfill in accordance with Section 33 05 10. 6 b. Remove existing pipe line and properly dispose as approved by City. 7 4. Storm Sewer Manhole Removal 8 a. All storm sewer manholes that are to be taken out of service are to be removed 9 unless specifically requested and/or approved by City. 10 b. Excavate and backfill in accordance with Section 33 05 10. 11 c. Demolish and remove entire concrete manhole. 12 d. Cut and plug storm sewer lines to be abandoned. 13 5. Storm Sewer Junction Box and/or Junction Structure Removal 14 a. Excavate and backfill in accordance with Section 33 05 10. 15 b. Demolish and remove entire concrete structure. 16 c. Cut and plug storm sewer lines to be abandoned. 17 6. Storm Sewer Inlet Removal 18 a. Excavate and backfill in accordance with Section 33 05 10. 19 b. Demolish and remove entire concrete inlet. 20 c. Cut and plug storm sewer lines to be abandoned. 21 7. Storm Sewer Box Removal 22 a. Excavate and backfill in accordance with Section 33 05 10. 23 b. Cut existing line from the utility system prior to removal. 24 c. Cut any services prior to removal. 25 d. Remove existing pipe line and properly dispose as approved by City. 26 8. Headwall/SET Removal 27 a. Excavate and backfill in accordance with Section 33 05 10. 28 b. Demolish and remove entire concrete inlet. 29 c. Cut and plug storm sewer lines to be abandoned. 30 9. Storm Sewer Trench Drain Removal 31 a. Excavate and backfill in accordance with Section 33 05 10. 32 b. Remove existing pipe line and dispose as approved by City. 33 3.5 REPAIR / RESTORATION [NOT USED] 34 3.6 RE -INSTALLATION [NOT USED] 35 3.7 FIELD [ox] SITE QUALITY CONTROL 36 3.8 SYSTEM STARTUP [NOT USED] 37 3.9 ADJUSTING [NOT USED] 38 3.10 CLEANING [NOT USED] 39 3.11 CLOSEOUT ACTIVITIES [NOT USED] 40 3.12 PROTECTION [NOT USED] 41 3.13 MAINTENANCE [NOT USED] CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 0241 14 - 16 UTILITY REMOVAL/ABANDONMENT Page 16 of 16 1 3.14 ATTACHMENTS [NOT USED] 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/12 D..lohnson 1.2.C.3.c. — Include Frame and Cover in Payment description Throughout— added abandonment of storm and sewer manholes when requested and/or approved by City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 SANITARYSEWER PIPE ENLARGEMENT, CONTRACT 2026 City Project No. 106717 320117-1 PERMANENT ASPHALT PAVING REPAIR Page 1 of 5 1 SECTION 32 0117 2 PERMANENT ASPHALT PAVING REPAIR 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Flexible pavement repair to include, but not limited to: 7 a. Utility cuts (water, sanitary sewer, drainage, franchise utilities, etc.) 8 b. Warranty work 9 c. Repairs of damage caused by Contractor 10 d. Any permanent asphalt pavement repair needed during the course of 11 construction 12 B. Deviations from this City of Fort Worth Standard Specification 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 2. Asphalt Pavement Repair for Utility Service Trench 16 a. Measurement 17 1) Shall apply to Water Service Lines also 18 2) Measurement for proposed service line to be from lip of gutter 19 to the limit of the asphalt pavement repair for 20 water or sewer lines. 21 3) Utility service repair will be paid for per linear foot, 22 regardless of the width. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 25 Contract 26 2. Division 1— General Requirements 27 3. Section 03 34 16 — Concrete Base Material for Trench Repair 28 4. Section 32 12 16 — Asphalt Paving 29 5. Section 32 13 13 — Concrete Paving 30 6. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Payment 33 1. Asphalt Pavement Repair 34 a. Measurement 35 1) Measurement for this Item will be by the linear foot of Asphalt Pavement 36 Repair based on the defined width and roadway classification specified in 37 the Drawings. 38 b. Payment CITY OF FORT WORTH 5ANITARY5EWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 320117-2 PERMANENT ASPHALT PAVING REPAIR Page 2 of 5 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid price per linear foot of Asphalt Pavement Repair. c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 2. Asphalt Pavement Repair for Utility Service Trench a. Measurement 1) Measurement for this Item will be by the linear foot of Asphalt Pavement Repair centered on the proposed sewer service line measured from the face of curb to the limit of the Asphalt Pavement Repair for the main sewer line. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid price per linear foot of "Asphalt Pavement Repair, Service" installed for: a) Various types of utilities c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 3. Asphalt Pavement Repair Beyond Defined Width a. Measurement 1) Measurement for this Item will be by the square yard for asphalt pavement repair beyond pay limits of the defined width of Asphalt Pavement Repair by roadway classification specified in the Drawings. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of Asphalt Pavement Repair Beyond Defined Width. c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive CITY OF FORT WORTH 5ANITARY5EWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 320117-3 PERMANENT ASPHALT PAVING REPAIR Page 3 of 5 1 5) Materials and work needed for corrective action 2 6) Trial batches 3 7) Tack coat 4 8) Removal and/or sweeping excess material 5 4. Extra Width Asphalt Pavement Repair 6 a. Measurement 7 1) Measurement for this Item will be by the square yard for surface repair 8 (does not include base repair) for: 9 a) Various thicknesses 10 b. Payment 11 1) The work performed and materials furnished in accordance with this Item 12 and measured as provided under "Measurement" will be paid for at the unit 13 price bid per square yard of Extra Width Asphalt Pavement Repair 14 c. The price bid shall include: 15 1) Preparing final surfaces 16 2) Furnishing, loading, unloading, storing, hauling and handling all materials 17 including freight and royalty 18 3) Traffic control for all testing 19 4) Asphalt, aggregate, and additive 20 5) Materials and work needed for corrective action 21 6) Trial batches 22 7) Tack coat 23 8) Removal and/or sweeping excess material 24 1.3 REFERENCES 25 A. Definitions 26 1. H.M.A.C. — Hot Mix Asphalt Concrete 27 1.4 ADMINISTRATIVE REQUIREMENTS 28 A. Permitting 29 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 30 and Public Works Department in conformance with current ordinances. 31 2. The Transportation and Public Works Department will inspect the paving repair 32 after construction. 33 1.5 SUBMITTALS [NOT USED] 34 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 35 A. Asphalt Pavement Mix Design: submit for approval: see Section 32 12 16. 36 1.7 CLOSEOUT SUBMITTALS [NOT USED] 37 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 38 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH 5ANITARY5EWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 320117-4 PERMANENT ASPHALT PAVING REPAIR Page 4 of 5 1 1.11 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.12 FIELD CONDITIONS 3 A. Place mixture when the roadway surface temperature is 45 degrees F or higher and 4 rising unless otherwise approved. 5 1.13 WARRANTY [NOT USED] 6 PART 2 - PRODUCTS 7 2.1 OWNER -FURNISHED [NOT USED] 8 2.2 MATERIALS 9 A. Backfill 10 1. See Section 33 05 10. 11 B. Base Material 12 1. Concrete Base Material for Trench Repair: See Section 03 34 16. 13 2. Concrete Base: See Section 32 13 13. 14 C. Asphalt Paving: see Section 32 12 16. 15 1. H.M.A.C. paving: Type D. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3 - EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION 22 A. Surface Preparation 23 1. Mark pavement cut for repairs for approval by the City. 24 2. Contractor and City meet prior to saw cutting to confirm limits of repairs. 25 3.4 INSTALLATION 26 A. General 27 1. Equipment 28 a. Use machine intended for cutting pavement. 29 b. Milling machines may be used as long as straight edge is maintained. 30 2. Repairs: In true and straight lines to dimensions shown on the Drawings. 31 3. Utility Cuts 32 a. In a true and straight line on both sides of the trench 33 b. Minimum of 12 inches outside the trench walls CITY OF FORT WORTH 5ANITARY5EWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 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 320117-5 PERMANENT ASPHALT PAVING REPAIR Page 5 of 5 c. If the existing flexible pavement is 2 feet or less between the lip of the existing gutter and the edge of the trench repair, remove the existing paving to such gutter. 4. Limit dust and residues from sawing from entering the atmosphere or drainage facilities. B. Removal 1. Use care to prevent fracturing existing pavement structure adjacent to the repair area. C. Base 1. Install replacement base material as specified in Drawings. D. Asphalt Paving 1. H.M.A.0 placement: in accordance with Section 32 12 16 2. Type D surface mix 3. Depth: as specified in Drawings 4. Place surface mix in lifts not to exceed 3 inches. 5. Last or top lift shall not be less than 2 inches thick. 3.5 REPAIRIRESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A — Modified Items to be included in price bid; Added blue text for clarification of repair width on utility trench repair; Added a bid item for utility service trench repair. CITY OF FORT WORTH 5ANITARY5EWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 320118-1 TEMPORARY ASPHALT PAVING REPAIR Page 1 of 3 1 SECTION 32 0118 2 TEMPORARY ASPHALT PAVING REPAIR 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Utility cuts (water, sanitary sewer, drainage, etc.) along streets programmed for 7 total reconstruction under a Capital Improvement Program or resurfacing under a 8 Street Maintenance Program. 9 2. Repairs of damage caused by Contractor 10 3. Any other temporary pavement repair needed during the course of construction. 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. 2-inch Temporary Pavement Repair shall include: 13 2-inch HMAC Type D and 6-inch Type B Flex Base Material, Grade 2 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 16 2. Division 1 - General Requirements 17 3. Section 32 11 23 - Flexible Base Courses 18 4. Section 32 12 16 - Asphalt Paving 19 5. Section 33 05 10 - Utility Trench Excavation, Embedment and Backfill 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. Measurement for this Item shall be by the linear foot of Temporary Asphalt 24 Paving Repair. 25 2. Payment 26 a. The work performed and materials furnished in accordance with this Item and 27 measured as provided under "Measurement" will be paid for at the unit price 28 bid per linear foot of Temporary Asphalt Paving Repair. No additional 29 payment will be provided for repairs of damage to adjacent pavement caused by 30 the Contractor. 31 3. The price bid shall include: 32 a. Preparing final surfaces 33 b. Furnishing, loading, unloading, storing, hauling and handling all materials 34 including freight and royalty 35 c. Traffic control for all testing 36 d. Asphalt, aggregate, and additive 37 e. Materials and work needed for corrective action 38 f. Trial batches 39 g. Tack coat 40 h. Removal and/or sweeping excess material CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 320118-2 TEMPORARY ASPHALT PAVING REPAIR Page 2 of 3 1 1.3 REFERENCES 2 A. Definitions 3 1. H.M.A.C. — Hot Mix Asphalt Concrete 4 1.4 ADMINISTRATIVE REQUIREMENTS 5 A. Permitting 6 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 7 and Public Works Department in conformance with current ordinances. 8 2. The Transportation and Public Works Department will inspect the paving repair 9 after construction. 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 12 A. Asphalt Pavement Mix Design: submit for approval. Section 32 12 16. 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD CONDITIONS 18 A. Weather Conditions: Place mixture when the roadway surface temperature is 40 degrees 19 F or higher and rising unless otherwise approved. 20 1.12 WARRANTY [NOT USED] 21 PART 2 - PRODUCTS 22 2.1 OWNER -FURNISHED [NOT USED] 23 2.2 MATERIALS 24 A. Backfill: see Section 33 05 10. 25 B. Base Material 26 1. Flexible Base: Use existing base and add new flexible base as required in 27 accordance with Section 32 1123. 28 C. Asphalt Concrete: See Section 32 12 16. 29 1. H.M.A.C. paving: Type D. 30 2.3 ACCESSORIES [NOT USED] 31 2.4 SOURCE QUALITY CONTROL [NOT USED] 32 PART 3 - EXECUTION CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 1 3.1 INSTALLERS [NOT USED] 2 3.2 EXAMINATION [NOT USED] 3 3.3 PREPARATION [NOT USED] 4 3.4 INSTALLATION 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 320118-3 TEMPORARY ASPHALT PAVING REPAIR Page 3 of 3 A. Removal 1. Use an approved method that produces a neat edge. 2. Use care to prevent fracturing existing pavement structure adjacent to the repair area. B. Base 1. Install flexible base material per detail. 2. See Section 32 1123. C. Asphalt Paving 1. H.M.A.C. placement: in accordance with Section 32 12 16. 2. Type D surface mix. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A — Modified Items to be included in price bid CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 32 17 23 PAVEMENT MARKINGS 321723-1 PAVEMENT MARKINGS Page 1 of 12 5 A. Section Includes: 6 1. Pavement Markings 7 a. Thermoplastic, hot -applied, spray (HAS) pavement markings 8 b. Thermoplastic, hot -applied, extruded (HAE) pavement markings 9 c. Preformed polymer tape 10 d. Performed heat -activated thermoplastic tape 11 e. Performed Contrast Markings 12 2. Raised markers 13 3. Work zone markings 14 4. Removal of pavement markings and markers 15 B. Deviations from this City of Fort Worth Standard Specification 16 1. For Miscellaneous Water and Sewer Contracts, all Pavement Marking repairs 17 and replacements shall be subsidiary to the appropriate pavement repair bid item. 18 C. Related Specification Sections include, but are not necessarily limited to: 19 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 20 2. Division 1 — General Requirements 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Pavement Markings 24 a. Measurement 25 1) Measurement for this Item shall be per linear foot of material placed. 26 b. Payment 27 1) The work performed and materials furnished in accordance with this Item 28 and measured as provided under "Measurement" shall be paid for at the 29 unit price bid per linear foot of "Pvmt Marking" installed for: 30 a) Various Widths 31 b) Various Types 32 c) Various Materials 33 d) Various Colors 34 c. The price bid shall include: 35 1) Installation of Pavement Marking 36 2) Glass beads, when required 37 3) Surface preparation 38 4) Clean-up 39 5) Testing (when required) 40 2. Legends CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 10, 2022 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 32 17 23 - 2 PAVEMENT MARKINGS Page 2 of 12 a. Measurement 1) Measurement for this Item shall be per each Legend installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Legend" installed for: a) Various types b) Various applications c. The price bid shall include: 1) Installation of Pavement Marking 2) Glass beads, when required 3) Surface preparation 4) Clean-up 5) Testing 3. Preformed Thermoplastic — Contrast Markings a. Measurement 1) Measurement for this Item shall be per linear foot of material placed or per each for legend items b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per linear foot or per each for legends for "Preformed Thermoplastic — Contract Markings" installed for: a) Various Widths b) Various Types c) Various Applications c. The price bid shall include: 1) Installation of Contrast Markings, including solid black and solid white or yellow material as preformed 2) Railroad Legend shall include X and RR legend markings and three 24" stop bars 3) Surface preparation 4) Clean-up 5) Testing 4. Raised Markers a. Measurement 1) Measurement for this Item shall be per each Raised Marker installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Raised Marker" installed for: a) Various types c. The price bid shall include: 1) Installation of Raised Markers 2) Surface preparation 3) Clean-up 4) Testing 5. Work Zone Tab Markers a. Measurement 1) Measurement for this Item shall be per each Tab Marker installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tab Marker" installed for: CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 10, 2022 City Project No. 106717 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 321723-3 PAVEMENT MARKINGS Page 3 of 12 a) Various types c. The price bid shall include: 1) Installation of Tab Work Zone Markers 6. Fire Lane Markings a. Measurement 1) Measurement for this Item shall be per the linear foot. 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 "Fire Lane Marking" installed. c. The price bid shall include: 1) Surface preparation 2) Clean-up 3) Testing 7. Pavement Marking Removal a. Measurement 1) Measure for this Item shall be per linear foot. 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 Pvmt Marking" performed for: a) Various widths c. The price bid shall include: 1) Removal of Pavement Markings 2) Clean-up 8. Raised Marker Removal a. Measurement 1) Measurement for this Item shall be per each Pavement Marker removed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Remove Raised Marker" performed. c. The price bid shall include: 1) Removal of each Marker 2) Disposal of removed materials 3) Clean-up 9. Legend Removal a. Measurement 1) Measure for this Item shall be per each Legend removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Remove Legend" performed for: a) Various types b) Various applications c. The price bid shall include: 1) Removal of Pavement Markings 2) Clean-up CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 10, 2022 City Project No. 106717 321723-4 PAVEMENT MARKINGS Page 4 of 12 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. Texas Manual on Uniform Traffic Control Devices (MUTCD), 2011 Edition 7 a. Part 3, Markings 8 3. American Association of State Highway and Transportation Officials (AASHTO) 9 a. Standard Specification for Glass Beads Used in Pavement Markings, M 247-09 10 4. Federal Highway Administration (FHWA) 11 a. 23 CFR Part 655, FHWA Docket No. FHWA-2009-0139 12 5. Texas Department of Transportation (TxDOT) 13 a. DMS-4200, Pavement Markers (Reflectorized) 14 b. DMS-4300, Traffic Buttons 15 c. DMS-8220, Hot Applied Thermoplastic 16 d. DMS-8240, Permanent Prefabricated Pavement Markings 17 e. DMS-8241, Removable Prefabricated Pavement Markings 18 f. DMS-8242, Temporary Flexible -Reflective Road Marker Tabs 19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 20 1.5 SUBMITTALS 21 A. Submittals shall be in accordance with Section 0133 00. 22 B. All Submittals shall be approved by the City prior to delivery and/or fabrication for 23 specials. 24 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 25 1.7 CLOSEOUT SUBMITTALS [NOT USED] 26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSURANCE [NOT USED] 28 1.10 DELIVERY, STORAGE, AND HANDLING 29 A. Storage and Handling Requirements 30 1. The Contractor shall secure and maintain a location to store the material in 31 accordance with Section 0150 00. 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS 35 2.1 OWNER -SUPPLIED PRODUCTS 36 A. New Products 37 1. Refer to Drawings to determine if there are owner -supplied products for the Project. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 10, 2022 City Project No. 106717 321723-5 PAVEMENT MARKINGS Page 5 of 12 1 2.2 MATERIALS 2 A. Manufacturers 3 1. Only the manufacturers as listed in the City's Standard Products List will be 4 considered as shown in Section 0160 00. 5 a. The manufacturer must comply with this Specification and related Sections. 6 2. Any product that is not listed on the Standard Products List is considered a 7 substitution and shall be submitted in accordance with Section 0125 00. 8 B. Materials 9 1. Pavement Markings 10 a. Thermoplastic, hot applied, spray 11 1) Refer to Drawings and City Standard Detail Drawings for width of 12 longitudinal lines. 13 2) Product shall be especially compounded for traffic markings. 14 3) When placed on the roadway, the markings shall not be slippery when wet, 15 lift from pavement under normal weather conditions nor exhibit a tacky 16 exposed surface. 17 4) Cold ductility of the material shall permit normal road surface expansion 18 and contraction without chipping or cracking. 19 5) The markings shall retain their original color, dimensions and placement 20 under normal traffic conditions at road surface temperatures of 158 degrees 21 Fahrenheit and below. 22 6) Markings shall have uniform cross-section, clean edges, square ends and no 23 evidence of tracking. 24 7) The density and quality of the material shall be uniform throughout the 25 markings. 26 8) The thickness shall be uniform throughout the length and width of the 27 markings. 28 9) The markings shall be 95 percent free of holes and voids, and free of 29 blisters for a minimum of 60 days after application. 30 10) The material shall not deteriorate by contact with sodium chloride, calcium 31 chloride or other chemicals used to prevent roadway ice or because of the 32 oil content of pavement markings or from oil droppings or other effects of 33 traffic. 34 11) The material shall not prohibit adhesion of other thermoplastic markings if, 35 at some future time, new markings are placed over existing material. 36 a) New material shall bond itself to the old line in such a manner that no 37 splitting or separation takes place. 38 12) The markings placed on the roadway shall be completely retroreflective 39 both internally and externally with traffic beads and shall exhibit uniform 40 retro-directive reflectance. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 10, 2022 City Project No. 106717 321723-6 PAVEMENT MARKINGS Page 6 of 12 1 13) Traffic beads 2 a) Manufactured from glass 3 b) Spherical in shape 4 c) Essentially free of sharp angular particles 5 d) Essentially free of particles showing cloudiness, surface scoring or 6 surface scratching 7 e) Water white in color 8 f) Applied at a uniform rate 9 g) Meet or exceed Specifications shown in AASHTO Standard 10 Specification for Glass Beads Used in Pavement Markings, AASHTO 11 Designation: M 247-09. 12 b. Thermoplastic, hot applied, extruded 13 1) Product shall be especially compounded for traffic markings 14 2) When placed on the roadway, the markings shall not be slippery when 15 wet, lift from pavement under normal weather conditions nor exhibit a 16 tacky exposed surface. 17 3) Cold ductility of the material shall permit normal road surface expansion 18 and contraction without chipping or cracking. 19 4) The markings shall retain their original color, dimensions and placement 20 under normal traffic conditions at road surface temperatures of 158 21 degrees Fahrenheit and below. 22 5) Markings shall have uniform cross-section, clean edges, square ends and 23 no evidence of tracking. 24 6) The density and quality of the material shall be uniform throughout the 25 markings. 26 7) The thickness shall be uniform throughout the length and width of the 27 markings. 28 8) The markings shall be 95 percent free of holes and voids, and free of 29 blisters for a minimum of 60 days after application. 30 9) The minimum thickness of the marking, as measured above the plane 31 formed by the pavement surface, shall not be less than 1/8 inch in the 32 center of the marking and 3/32 inch at a distance of inch from the edge. 33 10) Maximum thickness shall be 3/16 inch. 34 11) The material shall not deteriorate by contact with sodium chloride, 35 calcium -chloride or other chemicals used to prevent roadway ice or 36 because of the oil content of pavement markings or from oil droppings or 37 other effects of traffic. 38 12) The material shall not prohibit adhesion of other thermoplastic markings 39 if, at some future time, new markings are placed over existing material. 40 New material shall bond itself to the old line in such a manner that no 41 splitting or separation takes place. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 10, 2022 City Project No. 106717 321723-7 PAVEMENT MARKINGS Page 7 of 12 1 13) The markings placed on the roadway shall be completely retroreflective 2 both internally and externally with traffic beads and shall exhibit uniform 3 retro-directive reflectance. 4 14) Traffic beads 5 a) Manufactured from glass 6 b) Spherical in shape 7 c) Essentially free of sharp angular particles 8 d) Essentially free of particles showing cloudiness, surface scoring or 9 surface scratching 10 e) Water white in color 11 f) Applied at a uniform rate 12 g) Meet or exceed Specifications shown in AASHTO Standard 13 Specification for Glass Beads Used in Pavement Markings, AASHTO 14 Designation: M 247-09. 15 c. Preformed Polymer Tape 16 1) Material shall meet or exceed the Specifications for SWARCO Director 35, 17 3M High Performance Tape Series 3801 ES, or approved equal. 18 d. Preformed Heat -Activated Thermoplastic Tape 19 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125 20 mil preformed thermoplastic or approved equal. 21 2. Raised Markers 22 a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic 23 Control Devices. 24 b. Non -reflective markers shall be Type Y (yellow body) and Type W (white 25 body) round ceramic markers and shall meet or exceed the TxDOT 26 Specification DMS-4300. 27 c. The reflective markers shall be plastic, meet or exceed the TxDOT 28 Specification DMS-4200 for high -volume retroreflective raised markers and be 29 available in the following types: 30 1) Type I-C, white body, 1 face reflects white 31 2) Type H-A-A, yellow body, 2 faces reflect amber 32 3) Type II-C-R, white body, 1 face reflects white, the other red 33 3. Work Zone Markings 34 a. Tabs 35 1) Temporary flexible -reflective roadway marker tabs shall meet requirements 36 of TxDOT DMS-8242, "Temporary Flexible -Reflective Road Marker Tabs". 37 2) Removable markings shall not be used to simulate edge lines. 38 3) No segment of roadway open to traffic shall remain without permanent 39 pavement markings for a period greater than 14 calendar days. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 10, 2022 City Project No. 106717 321723-8 PAVEMENT MARKINGS Page 8 of 12 1 b. Raised Markers 2 1) All raised pavement markers shall meet the requirements of DMS-4200. 3 c. Striping 4 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS- 5 8200. 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL 8 A. Performance 9 1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet 10 the requirements detailed in the table below for a minimum of 30 calendar days. 11 12 13 14 15 16 17 18 Posted Speed (m h) <_ 30 35 — 50 >_ 55 2-lane roads with centerline markings only (1) n/a 100 250 All other roads 2) 1 n/a 50 100 (1) Measured at standard 30-m geometry in units of mcd/m�/lux. (2) Exceptions: A. When raised reflective pavement markings (RRPMs) supplement or substitute for a longitudinal line, minimum pavement marking retroreflectivity levels are not applicable as long as the RRPMs are maintained so that at least 3 are visible from any position along that line during nighttime conditions. B. When continuous roadway lighting assures that the markings are visible, minimum pavement marking retroreflectivity levels are not applicable. 19 PART 3 - EXECUTION 20 3.1 EXAMINATION [NOT USED] 21 3.2 PREPARATION 22 A. Pavement Conditions 23 1. Roadway surfaces shall be free of dirt, grease, loose and/or flaking existing 24 markings and other forms of contamination. 25 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the 26 curing membrane. 27 3. Pavement to which material is to be applied shall be completely dry. 28 4. Pavement shall be considered dry, if, on a sunny day after observation for 15 29 minutes, no condensation develops on the underside of a 1 square foot piece of 30 clear plastic that has been placed on the pavement and weighted on the edges. 31 5. Equipment and methods used for surface preparation shall not damage the 32 pavement or present a hazard to motorists or pedestrians. 33 3.3 INSTALLATION 34 A. General 35 1. The materials shall be applied according to the manufacturer's recommendations. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 10, 2022 City Project No. 106717 321723-9 PAVEMENT MARKINGS Page 9 of 12 1 2. Markings and markers shall be applied within temperature limits recommended by 2 the material manufacturer, and shall be applied on clean, dry pavement having a 3 surface temperature above 50 degrees Fahrenheit. 4 3. Markings that are not properly applied due to faulty application methods or being 5 placed in the wrong position or alignment shall be removed and replaced by the 6 Contractor at the Contractor's expense. If the mistake is such that it would be 7 confusing or hazardous to motorists, it shall be remedied the same day of 8 notification. Notification will be made by phone and confirmed by fax. Other 9 mistakes shall be remedied within 5 days of written notification. 10 4. When markings are applied on roadways open to traffic, care will be taken to 11 ensure that proper safety precautions are followed, including the use of signs, 12 cones, barricades, flaggers, etc. 13 5. Freshly applied markings shall be protected from traffic damage and disfigurement. 14 6. Temperature of the material must be equal to the temperature of the road surface 15 before allowing traffic to travel on it. 16 B. Pavement Markings 17 1. Thermoplastic, hot applied, spray 18 a. This method shall be used to install and replace long lines — centerlines, lane 19 lines, edge lines, turn lanes, and dots. 20 b. Markings shall be applied at a 110-mil thickness. 21 c. Markings shall be applied at a 90-mil thickness when placed over existing 22 markings. 23 d. A sealer shall be used if concrete or asphalt is older than three (3) years. 24 e. Typical setting time shall be between 4 minutes and 10 minutes depending 25 upon the roadway surface temperature and the humidity factor. 26 f Retroreflective raised markers shall be used to supplement the centerlines, lane 27 lines, and turn lanes. Refer to City Standard Detail Drawings for placement. 28 g. Minimum retro-reflectivity of markings shall meet or exceed values shown in 29 subparagraph 2A.A.1 of this Specification. 30 2. Thermoplastic, hot applied, extruded 31 a. This method shall be used to install and replace crosswalks and stop -lines. 32 b. Markings shall be applied at a 125-mil thickness. 33 c. Minimum retro reflectivity of markings shall meet or exceed values shown in 34 this Specification. 35 3. Preformed Polymer Tape 36 a. This method shall be used to install and replace crosswalks, stop -lines, and 37 legends. 38 b. The applied marking shall adhere to the pavement surface with no slippage or 39 lifting and have square ends, straight lines and clean edges. 40 c. Minimum retro-reflectivity of markings shall meet or exceed values shown in 41 this Specification. 42 4. Preformed Heat -Activated Thermoplastic Tape 43 a. This method shall be used to install and replace crosswalks, stop -lines, and 44 legends. 45 b. The applied marking shall adhere to the pavement surface with no slippage or 46 lifting and have square ends, straight lines and clean edges. 47 c. Minimum retro-reflectivity of markings shall meet or exceed values shown in 48 this Specification. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 10, 2022 City Project No. 106717 321723-10 PAVEMENT MARKINGS Page 10 of 12 1 C. Raised Markers 2 1. All permanent raised pavement markers on Portland Cement roadways shall be 3 installed with epoxy adhesive. Bituminous adhesive is not acceptable. 4 2. All permanent raised pavement markers on new asphalt roadways may be installed 5 with epoxy or bituminous adhesive. 6 3. A chalk line, chain or equivalent shall be used during layout to ensure that 7 individual markers are properly aligned. All markers shall be placed uniformly 8 along the line to achieve a smooth continuous appearance. 9 D. Work Zone Markings 10 1. Work shall be performed with as little disruption to traffic as possible. 11 2. Install longitudinal markings on pavement surfaces before opening to traffic. 12 3. Maintain lane alignment traffic control devices and operations until markings are 13 installed. 14 4. Install markings in proper alignment in accordance with the Texas MUTCD and as 15 shown on the Drawings. 16 5. Place standard longitudinal lines no sooner than 3 calendar days after the placement 17 of a surface treatment, unless otherwise shown on the Drawings. 18 6. Place markings in proper alignment with the location of the final pavement 19 markings. 20 7. Do not use raised pavement markers for words, symbols, shapes, or diagonal or 21 transverse lines. 22 8. All markings shall be visible from a distance of 300 feet in daylight conditions and 23 from a distance of at least 160 feet in nighttime conditions, illuminated by low- 24 beam automobile headlight. 25 9. The daytime and nighttime reflected color of the markings must be distinctly white 26 or yellow. 27 10. The markings must exhibit uniform retroreflective characteristics. 28 11. Epoxy adhesives shall not be used to work zone markings. 29 3.4 REMOVALS 30 1. Pavement Marking and Marker Removal 31 a. The industry's best practice shall be used to remove existing pavement 32 markings and markers. 33 b. If the roadway is being damaged during the marker removal, Work shall be 34 halted until consultation with the City. 35 c. Removals shall be done in such a matter that color and texture contrast of the 36 pavement surface will be held to a minimum. 37 d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., greater than 38 %4 inch in depth resulting from the removal of pavement markings and markers. 39 Driveway patch asphalt emulsion may be broom applied to reseal damage to 40 asphaltic surfaces. 41 e. Dispose of markers in accordance with federal, state, and local regulations. 42 f. Use any of the following methods unless otherwise shown on the Drawings. 43 1) Surface Treatment Method 44 a) Apply surface treatment at rates shown on the Drawings or as directed. 45 Place a surface treatment a minimum of 2 feet wide to cover the 46 existing marking. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 10, 2022 City Project No. 106717 321723-11 PAVEMENT MARKINGS Page 11 of 12 1 b) Place a surface treatment, thin overlay, or micro -surfacing a minimum 2 of 1 lane in width in areas where directional changes of traffic are 3 involved or in other areas as directed by the City. 4 2) Burn Method 5 a) Use an approved burning method. 6 b) For thermoplastic pavement markings or prefabricated pavement 7 markings, heat may be applied to remove the bulk of the marking 8 material prior to blast cleaning. 9 c) When using heat, avoid spalling pavement surfaces. 10 d) Sweeping or light blast cleaning may be used to remove minor residue. 11 3) Blasting Method 12 a) Use a blasting method such as water blasting, abrasive blasting, water 13 abrasive blasting, shot blasting, slurry blasting, water -injected abrasive 14 blasting, or brush blasting as approved. 15 b) Remove pavement markings on concrete surfaces by a blasting method 16 only. 17 4) Mechanical Method 18 a) Use any mechanical method except grinding. 19 b) Flail milling is acceptable in the removal of markings on asphalt and 20 concrete surfaces. 21 2. If a location is to be paved over, no additional compensation will be allowed for 22 marking or marker removal. 23 3.5 REPAIR / RESTORATION [NOT USED] 24 3.6 RE -INSTALLATION [NOT USED] 25 3.7 FIELD QUALITY CONTROL 26 A. All lines must have clean edges, square ends, and be uniform cross-section. 27 B. The density and quality of markings shall be uniform throughout their thickness. 28 C. The applied markings shall have no more than 5 percent, by area, of holes or voids and 29 shall be free of blisters. 30 3.8 SYSTEM STARTUP [NOT USED] 31 3.9 ADJUSTING [NOT USED] 32 3.10 CLEANING 33 A. Contractor shall clean up and remove all loose material resulting from construction 34 operations. 35 3.11 CLOSEOUT ACTIVITIES [NOT USED] 36 3.12 PROTECTION [NOT USED] 37 3.13 MAINTENANCE [NOT USED] 38 3.14 ATTACHMENTS [NOT USED] 39 40 CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised June 10, 2022 City Project No. 106717 321723-12 PAVEMENT MARKINGS Page 12 of 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S. Arnold Removed paint type marking, updated references, added sealer language 6/10/22 M. Owen 1.1 A and 1.2 A — Revised to address performed "contrast' pavement markings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 SANITARYSEWER PIPE ENLARGEMENT, CONTRACT 2026 City Project No. 106717 4 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 32 3113 CHAIN LINK FENCE AND GATES 323113-1 CHAIN LINK FENCE AND GATES Page 1 of 7 5 A. Section Includes: 6 1. Galvanized coated chain link (non -security) fencing and accessories in accordance 7 with the City's Zoning Ordinance. 8 2. Wrought iron fencing and accessories 9 3. Steel tube fencing and accessories 10 4. On utility projects: 11 a. When existing fence is within the project Site (i.e. parallel to the utility trench 12 and/or within utility easement) and is directly disturbed by construction 13 activities, fencing will be paid for as listed in Article 1.2 below. 14 b. When existing fence is crossing the proposed utility trench, the work performed 15 and materials furnished in accordance with fence replacement will be 16 considered subsidiary to the trench and no other compensation will be allowed. 17 c. When existing fence is outside of the limits of the project Site or is identified as 18 protected on the Drawings and is disturbed and/or by construction activities, 19 replacement will be at the expense of the Contractor and no other compensation 20 will be allowed. 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. For Miscellaneous Water and Sewer Contracts, fence repair/replacements shall 23 be subsidiary to the price bid per linear foot of pipe. No additional compensation 24 will be allowed. 25 C. Related Specification Sections include, but are not necessarily limited to: 26 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 27 2. Division 1 - General Requirements 28 1.2 PRICE AND PAYMENT PROCEDURES 29 A. Measurement and Payment 30 1. Chain Link Fence 31 a. Measurement 32 1) Measurement for this Item shall be by the linear foot of Chain Link Fence 33 installed. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under "Measurement" will be paid for at the unit 37 price bid per linear foot of Chain Link Fence installed for various: 38 a) Heights 39 b) Fabric materials 40 c. The price bid shall include: 41 1) Furnishing and installing all fence and gate materials 42 2) Mow strip, if shown in Drawings CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 3231 13 - 2 CHAIN LINK FENCE AND GATES Page 2 of 7 1 3) Cleanup 2 4) Hauling 3 2. Wrought Iron Fence 4 a. Measurement 5 1) Measurement for this Item shall be by the linear foot of Wrought Iron 6 Fence installed. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under "Measurement" will be paid for at the unit 10 price bid per linear foot of Wrought Iron Fence installed for various 11 heights. 12 c. The price bid shall include: 13 1) Furnishing and installing all fence and gate materials 14 2) Mow strip, if shown in Drawings 15 3) Cleanup 16 4) Hauling 17 3. Steel Tube Fence 18 a. Measurement 19 1) Measurement for this Item shall be by the linear foot of Steel Tube Fence 20 installed. 21 b. Payment 22 1) The work performed and materials furnished in accordance with this Item 23 and measured as provided under "Measurement" will be paid for at the unit 24 price bid per linear foot of Steel Tube Fence installed for various heights. 25 c. The price bid shall include: 26 1) Furnishing and installing all fence and gate materials 27 2) Mow strip, if shown in Drawings 28 3) Cleanup 29 4) Hauling 30 1.3 REFERENCES 31 A. Reference Standards 32 1. Reference standards cited in this specification refer to the current reference standard 33 published at the time of the latest revision date logged at the end of this 34 specification, unless a date is specifically cited. 35 2. American Society for Testing and Materials (ASTM): 36 a. A 36, Standard Specification for Carbon Structural Steel 37 b. A 123, Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron 38 and Steel Products 39 c. A 392, Standard Specification for Zinc -Coated Steel Chain -Link Fence Fabric 40 d. A 500, Standard Specification for Cold -Formed Welded and Seamless Carbon 41 Steel Structural Tubing in Rounds and Shapes 42 e. F 626, Standard Specification for Fence Fittings 43 f. F 1043, Standard Specification for Strength and Protective Coatings on Steel 44 Industrial Chain Link Fence Framework 45 g. F 1083, Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated 46 (Galvanized) Welded, for Fence Structures 47 h. F 1183, Specification for Aluminum Alloy Chain Link Fence Fabric CITY OF FORT WORTH 5ANITARY5EWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 323113-3 CHAIN LINK FENCE AND GATES Page 3 of 7 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 ACTION SUBMITTALS 3 A. Shop drawings 4 1. Layout of fences and gates with dimensions, details, and finishes of components, 5 accessories and post foundations if requested by the City. 6 B. Product data 7 1. Manufacturer's catalog cuts indicating material compliance and specified options. 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS 16 2.1 OWNER -FURNISHED [NOT USED] 17 2.2 MANUFACTURED UNITS / MATERIALS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Manufacturer 1. Minimum of 5 years of experience manufacturing galvanized coated chain link fencing. 2. Approved Manufacturer or equal: a. Allied Fence, Inc. b. American Fence Corp. c. Anchor Fence, Inc. d. Master Halco, Inc. B. Materials 1. Chain Link Fence a. General 1) Posts, gate frames, braces, rails, stretcher bars, truss rods and tension wire shall be of steel. 2) Gate hinges, post caps, barbed wire supporting arms, stretcher bar bands and other parts shall be of steel, malleable iron, ductile iron or equal 3) Post tops, rail end, ties and clips may be of aluminum. 4) Use only new material, or salvaged/existing material if approved by City or noted on Drawings. b. Steel Fabric 1) Fabric a) No. 9 gauge b) 2-inch mesh (1) Commercial: both top and bottom selvages twisted and barged Residential: match existing or both top and bottom selvages knuckled CITY OF FORT WORTH SANITARY5EWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 3231 13 - 4 CHAIN LINK FENCE AND GATES Page 4 of 7 (2) Furnish 1-piece fabric widths. 2) Fabric Finish: Galvanized, ASTM A 392, Class I, with not less than 1.2 oz. zinc per square foot of surface. c. Aluminum Fabric 1) Fabric a) ASTM F 1183 b) No. 9 gauge c) 2-inch mesh, with both top and bottom selvages twisted and barged. d) Furnish 1-piece fabric widths. d. Steel Framing 1) Steel pipe - Type I a) ASTM F 1083 b) Standard weight schedule 40 c) Minimum yield strength: 30,000 psi d) Sizes as indicated e) Hot -dipped galvanized with minimum average 1.8 oz/ftz of coated surface area 2) Steel pipe - Type II a) ASTM F 1043, Group IC b) Minimum yield strength: 50,000 psi c) Sizes as indicated on Drawings d) Protective coating per ASTM F 1043 (1) External coating Type B (a) Zinc with organic overcoat (b) 0.9 oz/ft2 minimum zinc coating with chromate conversion coating and verifiable polymer film (2) Internal coating Type B (a) Minimum 0.9 oz/ftz zinc or Type D, zinc pigmented, 81 percent nominal coating, minimum 3 mils 3) Formed steel ("C") sections: a) Roll formed steel shapes complying with ASTM F 1043, Group II b) Minimum yield strength: 45,000 psi (310 MPa) c) Sizes as indicated on Drawings d) External coating per ASTM F 1043, Type A (1) Minimum average 2.0 oz/ft2 of zinc per ASTM A 123 4) Steel square sections a) ASTM A 500, Grade B b) Minimum yield strength: 40,000 psi c) Sizes as indicated on Drawings d) Hot -dipped galvanized with minimum 1.8 oz/ft2 of coated surface area e. Accessories 1) Chain link fence accessories a) ASTM F 626 b) Provide items required to complete fence system. c) Galvanize each ferrous metal item and finish to match framing. 2) Post caps a) Formed steel or cast malleable iron weather tight closure cap for tubular posts. b) Provide 1 cap for each post. c) Cap to have provision for barbed wire when necessary. CITY OF FORT WORTH SANITARY5EWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 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 323113-5 CHAIN LINK FENCE AND GATES Page 5 of 7 d) "C" shaped line post without top rail or barbed wire supporting arms do not require post caps. e) Where top rail is used, provide tops to permit passage of top rail. 3) Top rail and rail ends. a) 1 5/8-inch diameter galvanized round pipe for horizontal railing b) Pressed steel per ASTM F626 c) For connection of rail and brace to terminal posts 4) Top rail sleeves a) 7-inch expansion sleeve with a minimum 0.137-inch wire diameter and 1.80-inch length spring, allowing for expansion and contraction of top rail 5) Wire ties a) 9-gauge galvanized steel wire for attachment of fabric to line posts b) Double wrap 13 gauge for rails and braces. c) Hog ring ties of 12-1/2 gauge for attachment 6) Brace and tension (stretcher bar) bands a) Pressed steel b) Minimum 300-degree profile curvature for secure fence post attachment c) At square post provide tension bar clips. 7) Tension (stretcher) bars: a) 1-piece lengths equal to 2 inches less than full height of fabric b) Minimum cross-section of 3/16 inch x 3/4 inch c) Provide tension (stretcher) bars where chain link fabric meets terminal posts. 8) Tension wire a) Galvanized coated steel wire, 6 gauge, [0.192 inch] diameter wire b) Tensile strength: 75,000 psi 9) Truss rods & tightener a) Steel rods with minimum diameter of 5/16 inch b) Capable of withstanding a tension of minimum 2,000 pounds 10) Nuts and bolts are galvanized. 2. Wrought Iron Fence: specified per Drawings. 3. Steel Tube Fence: specified per Drawings. 4. Setting Materials a. Concrete 1) Minimum 28-day compressive strength of 3,000 psi 2) Bagged concrete allowed. b. Drive Anchors 1) Galvanized angles 2) ASTM A 36 steel 3) 1-inch x 1-inch x 30-inch galvanized shoe clamps to secure angles to posts. CITY OF FORT WORTH 5ANITARY5EWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 323113-6 CHAIN LINK FENCE AND GATES Page 6 of 7 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION 6 A. Verification of Conditions 7 1. Verify areas to receive fencing are completed to final grades and elevations. 8 2. Ensure property lines and legal boundaries of work are clearly established 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. Chain Link Fence Framing 12 1. Locate terminal post at each fence termination and change in horizontal or vertical 13 direction of 30 degrees or more. 14 2. Space line posts uniformly at 10 feet on center. 15 3. Set all posts in concrete 16 a. Drill holes in firm, undisturbed or compacted soil. 17 b. Drill hole diameter 4 times greater than outside dimension of post. 18 c. Set post bottom 24 inches below surface when in firm, undisturbed soil. 19 d. Excavate deeper as required for adequate support in soft and loose soils, and for 20 posts with heavy lateral loads. 21 e. Place concrete around posts in a continuous pour. Trowel finish around post. 22 Slope to direct water away from posts. 23 4. Check each post for vertical and top alignment, and maintain in position during 24 placement and finishing operations. 25 5. Bracing 26 a. Install horizontal pipe brace at mid -height for fences 6 feet and taller, on each 27 side of terminal posts. 28 b. Firmly attach with fittings. 29 c. Install diagonal truss rods at these points. 30 d. Adjust truss rod, ensuring posts remain plumb. 31 6. Tension wire 32 a. Provide tension wire at bottom of fabric and at top, if top rail is not specified. 33 b. Install tension wire before stretching fabric and attach to each post with ties. 34 c. Secure tension wire to fabric with 12-1/2-gauge hog rings 24 inches on center. 35 7. Top rail 36 a. Install lengths, 21 feet 37 b. Connect joints with sleeves for rigid connections for expansion/contraction. 38 8. Center Rails for fabric height 12 feet and taller. 39 a. Install mid rails between posts with fittings and accessories. 40 9. Bottom Rails: Install bottom rails between posts with fittings and accessories. 41 B. Chain Link Fabric Installation 42 1. Fabric CITY OF FORT WORTH 5ANITARY5EWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 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 323113-7 CHAIN LINK FENCE AND GATES Page 7 of 7 a. Install fabric on security side and attach so that fabric remains in tension after pulling force is released. b. Leave approximately 2 inches between finish grade and bottom selvage. c. Attach fabric with wire ties to line posts at 15 inches on center and to rails, braces, and tension wire at 24 inches on center. 2. Tension (stretcher) bars a. Pull fabric taut. b. Thread tension bar through fabric and attach to terminal posts with bands or clips spaced maximum of 15 inches on center. 3. Accessories a. Tie wires: Bend ends of wire to minimize hazard to persons and clothing. b. Fasteners: Install nuts on side of fence opposite fabric side for added security. c. Slats: Install slats in accordance with manufacturer's instructions. C. Wrought Iron Installation: install per Drawings D. Steel Tube Fence: install per Drawings 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A. modified to describe when City would pay for fence replacement on utility projects CITY OF FORT WORTH 5ANITARY5EWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 0) 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 32 3126 WIRE FENCE AND GATES 323126-1 WIRE FENCE AND GATES Page 1 of 5 5 A. Section Includes: 6 1. Furnish and construct fence of barbed or smooth wire. 7 2. On utility projects: 8 a. When existing fence is within the project Site (i.e. parallel to the utility trench 9 and/or within utility easement) and is directly disturbed by construction 10 activities, fencing will be paid for as listed in Article 1.2 below. 11 b. When existing fence is crossing the proposed utility trench, the work performed 12 and materials furnished in accordance with fence replacement will be 13 considered subsidiary to the trench and no other compensation will be allowed. 14 c. When existing fence is outside of the limits of the project Site or is identified as 15 protected on the Drawings and is disturbed and/or by construction activities, 16 replacement will be at the expense of the Contractor and no other compensation 17 will be allowed. 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. For Miscellaneous Water and Sewer Contracts, fence repair/replacements shall 20 be subsidiary to the price bid per linear foot of pipe. No additional compensation 21 will be allowed. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 24 2. Division 1 - General Requirements 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Wire Fence 28 a. Measurement 29 1) Measurement for this Item shall be by the linear foot of Wire Fence, 30 excluding gates. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" will be paid for at the unit 34 price bid per linear foot of Wire fence installed for various: 35 a) Post types 36 b) Wire types 37 c) Number of Strands as specified in the Drawings 38 c. The price bid shall include: 39 1) Removal of existing fence and/or, unless specifically defined as a separate 40 pay item on Drawings 41 2) Furnishing, preparing, hauling, and installing Wire Fence 42 3) Excavation, backfilling, and disposal of surplus material 43 4) Removal and trimming of brush and tree limbs CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 323126-2 WIRE FENCE AND GATES Page 2 of 5 1 2. Steel Gates 2 a. Measurement 3 1) Measurement for this Item shall be per each Steel Fence. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 and measured as provided under "Measurement" will be paid for at the unit 7 price bid per each Steel Gate by height. 8 c. The price bid shall include: 9 1) Removal of existing fence and/or gates, unless specifically defined as a 10 separate pay item on Drawings 11 2) Furnishing, preparing, hauling, and installing Steel Gates 12 3) Excavation, backfilling, and disposal of surplus material 13 4) Removal and trimming of brush and tree limbs 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this specification refer to the current reference standard 17 published at the time of the latest revision date logged at the end of this 18 specification, unless a date is specifically cited. 19 2. American Society for Testing and Materials (ASTM): 20 a. A 702, Standard Specification for Steel Fence Posts and Assemblies, Hot 21 Wrought 22 b. A 121, Standard Specification for Metallic -Coated, Carbon Steel Barbed Wire 23 c. A 116, Standard Specification for Metallic -Coated, Steel Woven Wire Fence 24 Fabric 25 d. F 1083, Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated 26 (Galvanized) Welded, for Fence Structures 27 3. American Wood Protection Association (AWPA) 28 a. P8/P9, Standard for Oil -Borne Preservatives 29 b. C5, Fence Posts - Preservative Treatment by Pressure Processes 30 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 31 1.5 ACTION SUBMITTALS [NOT USED] 32 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE [NOT USED] 36 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 37 1.11 FIELD [SITE] CONDITIONS [NOT USED] 38 1.12 WARRANTY [NOT USED] 39 CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 1 PART 2 - PRODUCTS 2 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 3 2.2 MATERIALS 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 323126-3 WIRE FENCE AND GATES Page 3 of 5 A. Furnish materials in accordance with details shown on the Drawings and with the following requirements. B. Metal Posts and Braces 1. Steel Pipe: ASTM F 1083 2. T posts: ASTM A 702 3. Use only new steel. Do not use rerolled or open -seam material. 4. Furnish galvanized steel sections in ASTM F 1083. 5. Painting a. Use an approved anticorrosive coating. b. After installation of painted posts and braces, spot -coat damaged areas with the same paint color. c. Use paint with at least the same anticorrosive properties as the original paint. 6. Use the size, weight, and area of posts, braces, and anchor plates shown on the Drawings. C. Wood Posts and Braces 1. Untreated Wood: cedar or juniper timber 2. Treated Wood a. AWPA standards govern materials and methods of treatments including seasoning, preservatives, and inspection for treatment. b. Each piece or bundle of other treated -timber products must have: 1) Legible brand mark or tag indicating the name of the treater 2) Date of treatment or lot number 3) AWPA treatment specification symbol c. Provide the level of preservative indicated in Table 1. Table 1 Minimum Retention of Preservative Penta- Product chlorophenol AWPA (lb./cu. ft.) Standard for AWPA Preservative (P8/P9) Treatment Standard Wire fence posts 0:4 CS round 1. Retention determined by assay (0 to 1.0-inch zone). 3. Use sound timber that is free from decay, shakes, splits, or other defects that would weaken the posts or braces or otherwise make them structurally unsuitable for the purposes intended. 4. Knots that are sound, tight, trimmed flush, and not in clusters will be allowed, provided they do not exceed 1/3 of the small diameter or the least dimension of the posts and braces. 5. Remove spurs and splinters, cutting the ends square. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised December 20, 2012 SANITARYSEWER PIPE ENLARGEMENT, CONTRACT 2026 City Project No. 106717 323126-4 WIRE FENCE AND GATES Page 4 of 5 I D. Gates and Gateposts: Furnish materials to the required dimensions. 2 E. Barbed and Smooth Wire: ASTM A 121, Class 1 3 1. Use wire consisting of 2 strands, 12 1/2-gauge, twisted wire 4 2. Barbed Wire: 2-point 14-gauge barbs spaced no more than 5 inches apart 5 F. Wire Mesh: ASTM All 6, Class 1 6 1. Top and bottom wires: at least 10-gauge wire 7 2. Intermediate wires and vertical stays: 12 1/2-gauge wire 8 G. Miscellaneous 9 1. Furnish galvanized bolts, nuts, washers, braces, straps, and suitable devices for 10 holding barbed wire and wire mesh firmly to metal posts. 11 2. Use material of good commercial quality and design. 12 3. Provide galvanized staples, at least 1 1/2 inch long. 13 H. Concrete 14 1. Minimum 28-day compressive strength of 3,000 psi 15 2. Bagged concrete allowed. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3 - EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 INSTALLATION 23 A. Space fence posts as shown on the Drawings or to match existing. 24 B. Set fence posts plumb and firm at the intervals, depth, and grade shown on the 25 Drawings or to match existing. 26 C. Brace corner and pull posts in 2 directions. 27 D. Brace end posts and gateposts in 1 direction. 28 E. Install a corner post where the alignment changes 30 degrees or more. 29 F. At alignment angles between 15 and 30 degrees, brace the angle post to the adjacent 30 line posts with diagonal tension wires. 31 G. At grade depressions where stresses tend to pull posts out of the ground, snub or guy 32 the fencing at the critical point with a double 9-gauge galvanized wire. 33 H. Connect the wire to the top horizontal line of the barbed wire or to the top and bottom 34 wire or wire mesh fabric, and to a Deadman Anchor weighing at least 100 pounds. 35 I. Stretch the fence before guying and snubbing. 36 J. Install number stands at spacing shown in Drawings. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 323126-5 WIRE FENCE AND GATES Page 5 of 5 I K. Install corner, end, or angle post assembly before stretching the wire between posts. 2 L. Connect existing cross fences to the new fences and corner posts at junctions with 3 existing fences. 4 M. While drawing barbed wire and wire fabric taut, fasten to posts using galvanized ties or 5 staples, or as shown on the Drawings. 6 N. Install pull post assemblies at 500 feet intervals for steel posts and at 1,000 feet 7 intervals for wood posts. 8 O. Drive metal line posts provided driving does not damage the posts. 9 P. Set metal corners, ends, pull posts, and braces in concrete footings a minimum of 24 10 inches and crowned at the top to shed water. 1 1 Q. Thoroughly tamp backfill in 4-inch layers. 12 R. Notch timber posts. 13 14 3.5 REPAIR/RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 25 26 27 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A. modified to describe when City would pay for fence replacement on utility projects CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised December 20, 2012 SANITARYSEWER PIPE ENLARGEMENT, CONTRACT 2026 City Project No. 106717 0) 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 32 3129 WOOD FENCE AND GATES 323129-1 WOOD FENCE AND GATES Page 1 of 5 5 A. Section Includes 6 1. Construction of wood fences and gates along boundaries, property lines in 7 accordance with the City's Zoning Ordinance. 8 2. On utility projects: 9 a. When existing fence is within the project Site (i.e. parallel to the utility trench 10 and/or within utility easement) and is directly disturbed by construction 11 activities, fencing will be paid for as listed in Article 1.2 below. 12 b. When existing fence is crossing the proposed utility trench, the work performed 13 and materials furnished in accordance with fence replacement will be 14 considered subsidiary to the trench and no other compensation will be allowed. 15 c. When existing fence is outside of the limits of the project Site or is identified as 16 protected on the Drawings and is disturbed and/or by construction activities, 17 replacement will be at the expense of the Contractor and no other compensation 18 will be allowed. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. For Miscellaneous Water and Sewer Contracts, fence repair/replacement shall 21 be subsidiary to the price bid per linear foot of pipe. No additional compensation 22 will be allowed. 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. Measurement 29 a. Measurement for this Item shall be by the linear foot of Wood Fence installed, 30 including gates. 31 2. Payment 32 a. The work performed and materials furnished in accordance with this Item and 33 measured as provided under "Measurement" will be paid for at the unit price 34 bid per linear foot of Wood Fence installed for by height. 35 3. The price bid shall include: 36 a. Furnishing all materials for fence and gates 37 b. All preparation, erection and installation of materials 38 1.3 REFERENCES 39 A. Reference Standards CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 323129-2 WOOD FENCE AND GATES Page 2 of 5 1 1. Reference standards cited in this specification refer to the current reference standard 2 published at the time of the latest revision date logged at the end of this 3 specification, unless a date is specifically cited. 4 2. American Society for Testing and Materials (ASTM): 5 a. A 123, Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron 6 and Steel Products 7 b. A 500, Standard Specification for Cold -Formed Welded and Seamless Carbon 8 Steel Structural Tubing in Rounds and Shapes 9 c. F 1043, Standard Specification for Strength and Protective Coatings on Steel 10 Industrial Chain Link Fence Framework 11 d. F 1083, Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated 12 (Galvanized) Welded, for Fence Structures 13 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 14 1.5 SUBMITTALS 15 A. Shop drawings: Layout offences and gates with dimensions, details, and finishes of 16 components, accessories and post foundations 17 B. Product data: Manufacturer's catalog cuts indicating material compliance and specified 18 options 19 C. Building Permit: All fences over 6 feet 20 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 21 1.7 CLOSEOUT SUBMITTALS [NOT USED] 22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 23 1.9 QUALITY ASSURANCE [NOT USED] 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS 28 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 29 2.2 MATERIALS 30 A. General 31 1. Gate hinges and post caps shall be of steel, malleable iron, ductile iron or equal. 32 2. Post tops may be of aluminum. 33 B. Slats: Redwood or cedar free from all major decay or defects which would weaken or 34 otherwise cause them to be unsuitable for fence slats. 35 C. Bottom and Top Rail: Minimum 2-inch x 4-inch x 8-foot cedar stud or match existing. 36 D. Corner, Gate, End, or Line Posts 37 1. Wood Posts 38 a. Minimum size: 4-inch x 4-inch cedar wood post or snatch existing CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 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 323129-3 WOOD FENCE AND GATES Page 3 of 5 b. Free from all decay, splits, multiple cracks, or any other defect which would weaken the posts or otherwise cause them to be structurally unsuitable for the purpose intended 2. Steel Posts a. Steel pipe - Type I 1) ASTM F 1083 2) Standard weight schedule 40 3) Minimum yield strength: 30,000 psi 4) Sizes as indicated on Drawings 5) Hot -dipped galvanized with minimum average 1.8 oz/ft2 of coated surface area. b. Steel pipe - Type II 1) ASTM F 1043, Group IC 2) Minimum yield strength: 50,000 psi 3) Sizes as indicated on Drawings 4) Protective coating per ASTM F 1043 5) External coating Type B a) Zinc with organic overcoat b) 0.9 oz/ft2 minimum zinc coating with chromate conversion coating and verifiable polymer film 6) Internal coating Type B a) Minimum 0.9 oz/ft2 zinc or Type D, zinc pigmented, 81 percent nominal coating, minimum 3 mils c. Formed steel ("C") sections 1) Roll formed steel shapes complying with ASTM F 1043, Group H 2) Minimum yield strength: 45,000 psi (310 MPa) 3) Sizes as indicated on Drawings 4) External coating per ASTM F 1043, Type A a) Minimum average 2.0 oz/ft2 of zinc per ASTM A 123 d. Steel square sections 1) ASTM A 500, Grade B 2) Minimum yield strength: 40,000 psi 3) Sizes as indicated 4) Hot -dipped galvanized with minimum 1.8 oz/ft2 of coated surface area 3. Accessories a. Post caps 1) Formed steel or cast malleable iron weather tight closure cap for tubular posts. 2) Provide one cap for each post. 3) Cap to have provision for barbed wire when necessary. 4) "C" shaped line post without top rail or barbed wire supporting arms do not require post caps. 5) Where top rail is used, provide tops to permit passage of top rail. 4. Setting Materials a. Concrete 1) Minimum 28-day compressive strength of 3,000 psi 2) Bagged concrete allowed. 48 2.3 ACCESSORIES [NOT USED] CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 323129-4 WOOD FENCE AND GATES Page 4 of 5 1 2.4 SOURCE QUALITY CONTROL [NOT USED] 2 PART 3 - EXECUTION 3 3.1 INSTALLERS [NOT USED] 4 3.2 EXAMINATION 5 A. Verification of Conditions 6 1. Verify areas to receive fencing are completed to final grades and elevations. 7 2. Ensure property lines and legal boundaries of work are clearly established. 8 3.3 PREPARATION [NOT USED] 9 3.4 INSTALLATION 10 A. Wood Fence Framing 11 1. Steel Posts are required for all required screening fences. 12 2. Locate terminal post at each fence termination and change in horizontal or vertical 13 direction of 30 degrees or more. 14 3. Space line posts uniformly at 10 feet on center. 15 4. Set all posts in concrete. 16 a. Drill holes in firm, undisturbed or compacted soil. 17 b. Drill hole diameter 4 times greater than outside dimension of post (minimum 18 12 inches). 19 c. Set post bottom 24 inches below surface when in firm, undisturbed soil. 20 d. Excavate deeper as required for adequate support in soft and loose soils, and 21 for posts with heavy lateral loads. 22 e. Place concrete around posts in a continuous pour. 23 f. Trowel finish around post. Slope to direct water away from posts. 24 5. Check each post for vertical and top alignment, and maintain in position during 25 placement and finishing operations. 26 B. Slats 27 1. Place slats approximately 1 inch above the ground, and on a straight grade between 28 posts by excavating high points of the ground. 29 2. Fasten slats to top and bottom railings with 2 galvanized screws designed for wood 30 fence construction at both the top and bottom rail. 31 32 CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 323129-5 WOOD FENCE AND GATES Page 5 of 5 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A. modified to describe when City would pay for fence replacement on utility projects CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 330130-1 SEWER AND MANHOLE TESTING Page 1 of 7 1 SECTION 33 0130 2 SEWER AND MANHOLE TESTING 3 PART 1- GENERAL !fII J►YI-�1►J/:171 5 A. Section Includes: 6 1. Testing for sanitary sewer pipe and manholes prior to placing in service 7 a. Low Pressure Air Test and Deflection (Mandrel) Test 8 1) Excludes pipe with flow 9 2) Hydrostatic Testing is not allowed. 10 b. Vacuum Testing for sanitary sewer manholes 11 2. Before any newly constructed sanitary sewer pipe and manholes are placed into 12 service it shall be cleaned and tested. 13 3. Pipe testing will include low pressure air test for 60-inch pipe and smaller. 14 4. Pipe testing will include low pressure air test of joints for 27-inch or larger pipe. 15 5. Pipe testing will include deflection (mandrel) test for pipe. 16 6. Hydrostatic testing is not allowed. 17 7. Manhole testing will include vacuum test. 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 03 80 00 — Modifications to Existing Concrete Structures 24 4. Section 33 04 50 —Cleaning of Sewer Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Pipe Testing 28 a. Measurement 29 1) This Item is considered subsidiary to the sanitary sewer main (pipe) 30 completed in place. 31 b. Payment 32 1) The work performed and the materials furnishing in accordance with this 33 Item are subsidiary to the unit price bid per linear foot of sanitary sewer 34 main (pipe) complete in place, and no other compensation will be allowed. 35 2. Manhole Testing 36 a. Measurement 37 1) Measurement for testing manholes shall be per each vacuum test. 38 b. Payment 39 1) The work performed and the materials furnished in accordance with this CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 7, 2018 City Project No. 106717 33 01 30 - 2 SEWER AND MANHOLE TESTING Page 2 of 7 40 Item shall be paid for at the unit price bid per each vacuum test completed. 41 c. The price bid shall include: 42 1) Mobilization 43 2) Plugs 44 3) Clean-up 45 1.3 REFERENCES [NOT USED] 46 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 47 1.5 SUBMITTALS 48 A. Submittals shall be in accordance with Section 01 33 00. 49 B. All submittals shall be approved by the City prior to delivery. 50 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 51 1.7 CLOSEOUT SUBMITTALS 52 A. Test and Evaluation Reports 53 1. All test reports generated during testing (pass and fail) 54 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 55 1.9 QUALITY ASSURANCE 56 A. Certifications 57 1. Mandrel Equipment 58 a. If requested by City, provide Quality Assurance certification that the equipment 59 used has been designed and manufactured in accordance to the required 60 specifications. 61 2. Joint Testing 62 a. Testing Service -Engage a qualified independent testing agency to perform joint 63 evaluation tests 64 b. Equipment - If requested by City, provide Quality Assurance certification that 65 the equipment used has been designed and manufactured in accordance to the 66 required specifications. 67 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 68 1.11 FIELD [SITE] CONDITIONS [NOT USED] 69 1.12 WARRANTY [NOT USED] 70 PART 2 - PRODUCTS [NOT USED] 71 PART 3 - EXECUTION 72 3.1 INSTALLERS [NOT USED] CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 7, 2018 City Project No. 106717 33 01 30 - 3 SEWER AND MANHOLE TESTING Page 3 of 7 73 3.2 EXAMINATION [NOT USED] 74 3.3 PREPARATION 75 A. Low Pressure Air Test (Pipe 60 inch and smaller) 76 1. Clean the sewer main before testing, as outlined in Section 33 04 50. 77 2. Plug ends of all branches, laterals, tees, wyes, and stubs to be included in test. 78 B. Low Pressure Joint Air Test (Pipe 27 inch or larger) 79 1. Clean the sewer main before testing, as outlined in Section 33 04 50. 80 2. Assemble individual joint tester over each joint from within the pipe. 81 C. Deflection (mandrel) test (Pipe) 82 1. Perform as last work item before final inspection. 83 2. Clean the sewer main and inspect for offset and obstruction prior to testing. 84 3. Materials 85 a. Mandrel used for deflection test 86 1) Use of an uncertified mandrel or a mandrel altered or modified after 87 certification will invalidate the deflection test. 88 2) Mandrel requirements 89 a) Odd number of legs with 9 legs minimum 90 b) Effective length not less than its nominal diameter 91 c) Fabricated of rigid and nonadjustable steel 92 d) Fitted with pulling rings and each end 93 e) Stamped or engraved on some segment other than a runner indicating 94 the following: 95 (1) Pipe material specification 96 (2) Nominal size 97 (3) Mandrel outside diameter (OD) 98 f) Mandrel diameter must be 95 percent of inside diameter (ID) of pipe. 99 g) Mandrel equipment shall be suitable for the pipe material to prevent 100 damage to the pipe. Consult manufacturer for appropriate mandrel 101 equipment. 102 D. Vacuum test (Manhole) 103 1. Plug lifting holes and exterior joints. 104 2. Plug pipes and stub outs entering the manhole. 105 3. Secure stub outs, manhole boots, and pipe plugs to prevent movement while vacuum 106 is drawn. 107 4. Plug pipes with drop connections beyond drop. 108 5. Place test head inside the frame at the top of the manhole. 109 3.4INSTALLATION 110 A. Low pressure air test (Pipe 60" Inch and Smaller) 111 1. Install plug with inlet tap. 112 2. Connect air hose to inlet tap and a portable air control source. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 7, 2018 City Project No. 106717 33 01 30 - 4 SEWER AND MANHOLE TESTING Page 4 of 7 113 3. After the stabilization period (3.5 psig minimum pressure) start the stop watch. 114 4. Determine time in seconds that is required for the internal air pressure to reach 2.5 115 psig. Minimum permissible pressure holding time per diameter per length of pipe 116 is computed from the following equation: 117 118 T = (0.0850*D*K) 119 Q Where: 120 T = shortest time, seconds, allowed for air pressure to drop to 1.0 psig 121 K = 0.000419*D*L, but not less than 1.0 122 D = nominal pipe diameter, inches 123 L = length of pipe being tested (by pipe size), feet 124 Q = 0.0015, cubic feet per minute per square foot of internal surface 125 5. UNI-B-6, Table 1 provides required time for given lengths of pipe for sizes 4-inch 126 through 60-inch based on the equation above. 127 128 UNI-B-6, Table 1 129 Minimum specified time required for a 1.0 psig pressure drop for size and length of pipe indicated 130 for a=0.0015 131 1 2 3 4 Specification Time for Length (L) Shown (min x sec) Pipe Minimum Length for Time for Diameter Time Minimum Longer (m.) (mm: Time(ft) Length (see) 100ft 150ft 200ft 250ft 300ft 15on 4001i 4�011 sec} 4 3:46 >v- .380 L 3:46 3:46 3:46 3:46 3:46 ;:46 3:46 3:46 6 5:40 398 .854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 9:26 239 2.374 L 9:26 9:26 '9:26 9:53 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:56 22:47 25:38:00 15 14:10 159 5.342 L 14:10 14:10 17:48 22:15 26:42:00 31:09:00 35:36:00 40:04:00 18 17:00 133 7.692 L 17:00 19:13 25.38:00 32:03:00 38:27:00 44:52:00 51:16:00 57:41:00 21 19:90 114 10:470 L 19:50 26:10:00 34:54:00 43:37:00 52:21:00 61:00:00 69:48:00 78:31:00 24 22:40 99 13.674 L 22:47 34:1 L00 45:34:00 56:58:00 68:22:00 79:46:00 91:1000 102:33:00 27 25:30,00 88 17.306 L 28:51:00 43:16:00 57:41:00 72:07:00 86:32:00 100:57:00 115.22,00 129:48:00 30 28:20:00 80 21.366 L 35:37:00 5325:00 71:13:00 89:02:00 106:50:00 124:38:00 142:26:00 160:15:00 33 31:10:00 72 25.852 L 43:05:00 64:38:00 86:10:00 107:43:00 129:16:00 150:43:00 172:21:00 193:53:00 36 34:00:00 66 30.768 L 51:17:00 76:55:00 102:34:00 128:12:00 153:50:00 179:29:00 205:07:00 230:46:00 42 39:48:00 57 41.883L 69:48:00 104:42:00 139:37:00 174:30:00 209:24:00 244:19:00 279:13:00 314:07:00 48 45:34:00 50 54.705 L 91:10:00 136:45:00 182:21:00 227:55:00 273:31:00 319:06:00 364:42:00 410:17:00 54 51:02:00 44 69.236 L 115:24:00 173:05:00 230:47:00 288:29:00 346:11:00 403:53:00 461:34:00 519:16:00 60 56:40:00 40 85.476 L 142:28:00 113:41:00 294:55:00 356:09:00 427:23:00 499:37:00 569:50:00 641:04:00 CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 7, 2018 City Project No. 106717 330130-5 SEWER AND MANHOLE TESTING Page 5 of 7 132 133 6. Stop test if no pressure loss has occurred during the first 25 percent of the calculated 134 testing time. 135 B. Low pressure joint air test (27 Inch or larger pipe) 136 1. All pipe joints, for all pipe materials, shall be tested in accordance with ASTM 137 C1103 as follows: 138 2. Equipment shall be the product of manufacturers having more than five years of 139 regular production of successful joint testers. Joint tester shall be as manufactured 140 by Cherne Industries, Inc., of Edina, Minnesota, or approved equal. 141 3. Follow equipment manufacturer's recommendations when performing tests; only 142 experienced technicians shall perform tests. 143 4. The testing equipment shall be assembled and positioned over the center of the pipe 144 joint and the end element tubes inflated to a maximum of 25 psi. 145 5. Pressurize the center joint test area to 4.0 psig and allow the temperature and 146 pressure to stabilize at the minimum of 2.5 psig for a period of 2.0 minutes prior to 147 testing. 148 6. To test, adjust the pressure to 3.5 psig and measure the time required to decrease the 149 pressure from 3.5 psig to 2.5 psig. 150 7. The joint is acceptable if the time for the pressure to drop from 3.5 psig to 2.5 psig 151 is greater than 10 seconds. 152 C. Deflection (mandrel) test (Pipe) 153 1. For pipe 36 inches and smaller, the mandrel is pulled through the pipe by hand to 154 ensure that maximum allowable deflection is not exceeded. 155 2. Maximum percent deflection by pipe size is as follows: 156 157 158 159 160 161 162 163 164 Nominal Pipe Size Inches Percent Deflection Allowed 12 and smaller 5.0 15 through 30 4.0 Greater than 30 3.0 D. Vacuum test (Manhole) 1. Test manhole prior to coating with epoxy or other material. 2. Draw a vacuum of 10 inches of mercury and turn off the pump. 3. With the valve closed, read the level vacuum level after the required test time. 4. Minimum time required for vacuum drop of 1 inch of mercury is as follows: CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 7, 2018 City Project No. 106717 330130-6 SEWER AND MANHOLE TESTING Page 6 of 7 Depth of Manhole, feet 4-foot Dia. Seconds 5-foot Dia. Seconds 6-foot Dia. Seconds 8 20 26 33 10 25 33 41 12 30 39 49 14 35 45 57 16 40 52 67 18 40 59 73 ** T=5 T=6.5 T=8 165 ** For manholes over 18 feet deep, add "T" seconds as shown for each respective 166 diameter for each 2 feet of additional depth of manhole to the time shown for 18-foot 167 depth. (Example: A 30-foot-deep, 4-foot diameter. Total test time would be 70 168 seconds. 40+6(5) =70 seconds) 169 170 5. Manhole vacuum levels observed to drop greater than 1 inch of mercury will have 171 failed the test. 172 3.5 REPAIR / RESTORATION [NOT USED] 173 3.6 RE -INSTALLATION [NOT USED] 174 3.7 FIELD QUALITY CONTROL 175 A. Non -Conforming Work 176 1. Low pressure air test (Pipe 60 Inch and smaller) 177 a. Should the air test fail, find and repair leak(s) and retest. 178 2. Low pressure joint air test (Pipe 27 inch or larger) 179 a. 100 percent of all joints shall be field tested, prior to the placement of backfill 180 over the spring line of the pipe, after the pipe has been substantially locked in to 181 place by embedment. If the pipe does not pass the field air test, the joint will be 182 pulled and refitted or rejected and removed from the project. After full 183 placement of backfill and proper compaction, 100% of all joints will be tested 184 again, as the installation progresses. At no time shall pipe installation exceed 185 300 feet beyond the last joint tested. 186 b. No more than 2 percent of the total number of joints failing to meet the 187 requirements of this test shall be field repaired by joint grout injection, or band 188 clamps, or other method. Any joints over 2% requiring field repairs shall be 189 rejected and removed from the project site. Rejected pipe shall be removed from 190 the project. Installation shall be stopped until defective joints are repaired or 191 replaced. 192 3. Should Deflection (mandrel) test (Pipe) 193 a. Should the mandrel fail to pass, the pipe is considered over deflected. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 7, 2018 City Project No. 106717 194 195 196 197 198 199 200 201 202 203 204 205 206 207 KIM. 209 210 33 01 30 - 7 SEWER AND MANHOLE TESTING Page 7 of 7 b. Uncover over deflected pipe. Reinstall if not damaged. c. If damaged, remove and replace. 4. Vacuum test (Manhole) a. Should the vacuum test fail, repair suspect area and retest. 1) External repairs required for leaks at pipe connection to manhole. a) Shall be in accordance with Section 03 80 00. 2) Leaks within the manhole structure may be repaired internally or externally. 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 8/10/2018 W. Norwood 3.4.D Require testing prior to coating manholes 3.3, A&B, Add individual joint testing option for 27 inch and larger with independent testing. 9/7/2018 W. Norwood 3 AA Include UNI-13-6, Table 1 for low pressure air test 4.4.13 Include individual joint testing requirements CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised September 7, 2018 City Project No. 106717 333123-1 SANITARY SEWER PIPE ENLARGEMENT Page 1 of 8 SECTION 33 3123 SANITARY SEWER PIPE ENLARGEMENT PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements to rehabilitate existing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing) a. This system includes splitting or bursting the existing pipe to install a new polyethylene pipe and reconnect existing sewer service connections. B. Deviations from this City of Fort Worth Standard Specification 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 33 0130 — Sewer and Manhole Testing 4. Section 33 0131 — Closed Circuit Television (CCTV) Inspection 5. Section 33 03 10 — Bypass Pumping of Existing Sewer Systems 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 7. Section 33 31 15 — High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 8. Section 33 3150 — Sanitary Sewer Service Connections and Service Line 9. Section 33 39 10 — Cast -in -Place Concrete Manholes f__!yl ��7S�J �I:\�117� /ll i �1►1��Z�Z��11�7 �F.� A. Measurement and Payment 1. Pipe Installation by Pipe Enlargement a. Measurement 1) Measured horizontally along the surface from center line to center line of the manhole or appurtenance b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot for "Pipe Enlargement" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing pipe as specified by the Drawings 2) Pavement removal 3) Excavation 4) Hauling CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 333123-2 SANITARY SEWER PIPE ENLARGEMENT Page 2 of 8 5) Launching pit 6) Receiving pit 7) Bypass Pumping for pipes smaller than 18-inches 8) Disposal of excess material 9) Furnishing, placement and compaction of backfill 10) Clean-up 11) Cleaning 12) Testing 2. Point Repair a. Measurement 1) Measurement for this Item shall be by the linear foot measured horizontally along the surface following the pipe centerline for the length identified during the Pre -CCTV inspection and directed by the City. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot for "Sewer Pipe, Point Repair" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing pipe as specified by the Drawings 2) Coupling 3) Pavement removal 4) Excavation 5) Hauling 6) Bypass Pumping for pipes smaller than 18-inches 7) Disposal of excess material 8) Furnishing, placement and compaction of backfill 9) Clean-up 10) Cleaning 11) Testing 3. Service Reinstatement, Pipe Enlargement a. Measurement 1) Measurement for this Item shall be per each service to be reinstated. 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 "Service Reinstatement, Pipe Enlargement". c. The price bid shall include: 1) Furnishing and installing pipe as specified by the Drawings 2) Pavement removal 3) Excavation 4) Hauling 5) Launching pit 6) Receiving pit 7) Bypass Pumping for pipes smaller than 18-inches CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 333123-3 SANITARY SEWER PIPE ENLARGEMENT Page 3 of 8 8) Disposal of excess material 9) Furnishing, placement and compaction of backfill 10)Clean-up 11) Cleaning 12) Testing 1.3 REFERENCES A. Abbreviations and Acronyms 1. HDPE — High Density Polyethylene 2. CCTV — Closed Circuit Television B. Definitions Pipe Bursting/Crushing a. The reconstruction of gravity sewer pipe by installing an approved pipe material by use of a static, hydraulic or pneumatic hammer "moling" device, suitably sized to break out the old pipe or by using a modified boring "knife" with a flared plug that implodes and crushes the existing sewer pipe. b. Forward progress of the "mole" or the "knife" may be aided by the use of hydraulic equipment or other apparatus. c. The replacement pipe is either pulled or pushed into the bore. d. The method allows for replacement of pipe sizes from 8-inches through 21inches and/or upsizing in varying increments up to 21-inches. C. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Society for Testing and Materials (ASTM): a. D 1248 Specifications for Polyethylene Plastic Molding and Extension Materials b. D 1693 Test for Environmental Stress -Cracking of Ethylene Plastics c. D2122 Determining Dimensions of Thermoplastic Pipe and Fittings d. D2837 Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials e. D3350 Specification for Polyethylene Plastic Pipe and Fittings Materials f. F714 Specification for Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter (3" IPS and Larger) City of Fort Worth Code of Ordinances a. Part I1, Chapter 23 Offenses and Miscellaneous Provisions, Section 8 Noise 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Coordinate with City, Engineer, franchise utilities, etc. as described in the Drawings. 2. Provide advanced notice prior to commencing actual pipe enlargement activities, as described in the Drawings, in order to allow the City to provide appropriate advanced notice to affected residents. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 333123-4 SANITARY SEWER PIPE ENLARGEMENT Page 4 of 8 3. Review the location and number of insertion or access pits with the City Inspector prior to excavation. B. Sequencing 1. Provide a bypass pumping plan, when required, detailing collection and discharge locations and method of bypass pumping in accordance with Section 33 03 10, prior to the start of construction. 2. Provide a phasing plan with the sequence of construction prior to the start of construction. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Special Procedure Submittals 1. Provide a bypass pumping plan when required by Contract Documents in accordance with Section 33 03 10. 2. Provide a phasing plan with the sequence of construction prior to the start of construction. 1.7 CLOSEOUT SUBMITTALS A. Record Documentation 1. Provide Closed Circuit Television inspection reports in accordance with Section 33 0131. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. The Contractor shall be certified by the particular Pipe Enlargement system manufacturer that such firm is a licensed installer of their system. No other Pipe Enlargement system other than those listed in these Specifications is acceptable. 2. The Contractor shall be able to show that the personnel directly involved with the Pipe Enlargement have adequate experience with similar work. B. Pre -construction and Post -construction Testing 1. Provide Pre -construction and Post -construction Closed Circuit Television (CCTV) Inspection of the pipeline to be replaced and/or enlarged in accordance with Section 33 01 31. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 333123-5 SANITARY SEWER PIPE ENLARGEMENT Page 5 of 8 PART2-PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 1. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Materials 1. HDPE Pipe a. The pipe and fitting material shall conform to Section 33 31 15. 2. Service Saddles a. Conform to Section 33 3150. 3. Repair Clamp a. Conform to Section 33 31 15. 4. Manhole Inverts and Benches a. Inverts and benches requiring replacement shall conform to Section 33 39 10. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Verification of Conditions 1. Provide Pre -Construction Closed Circuit Television (CCTV) Inspection of the pipeline to be replaced/enlarged in conformance with Section 33 01 31. a. Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by Closed Circuit Color Television. B. Evaluation and Assessment 1. Identify, by location, the presence of line obstructions in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process and which cannot be removed by conventional sewer cleaning equipment. 2. Identify, by location, the presence of sags in the sewer line(s) by the following procedure: a. Perform CCTV inspection. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 333123-6 SANITARY SEWER PIPE ENLARGEMENT Page 6 of 8 b. Provide CCTV inspection results to the City. c. The City Inspector will review the Pre -CCTV tapes to determine if any excessive sags exist and will inform the Contractor which segments of pipe are to be replaced by point repair. 3.3 PREPARATION A. Bypassing Sewage 1. Bypass pump sewage in accordance with Section 33 03 10. B. Line Obstructions If identified in the CCTV inspection, remove line obstruction. a. Removal of obstruction is considered subsidiary to CCTV inspection. C. Point Repairs Perform point repair as identified on the Drawings or at the discretion of the City. This may include: 1) Pipe replacement 2) Digging a sag elimination pit and bringing the bottom of the pipe trench to a uniform grade in line with the existing pipe invert 3.4 INSTALLATION A. Site Organization 1. Locate insertion or access pits such that their total number will be minimized and the length of replacement pipe installed in a single pull shall be maximized. 2. Use existing manholes wherever practical. a. Manhole inverts and bottoms may be removed to permit access for installation equipment. 3. Locate equipment used to perform the work away from buildings so as not to create a noise impact. Conform to City of Fort Worth Code of Ordinances, Part H, Section 23-8. a. Provide silencers or other devices to reduce machine noise as needed to meet requirements. B. Schedule 1. Upon commencement of the actual pipe enlargement, do not begin a segment of work that cannot be completed before the end of the work day. C. Finished Pipe 1. The installed replacement pipe shall be continuous over the entire length of each pipe segment from manhole to manhole and shall be free from visual defects such as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation and other deformities. 2. Carefully cut out the replacement pipe passing through or terminating in a manhole in a shape and manner approved by the Engineer. 3. Streamline and improve the manhole invert and benches to ensure smooth flow. 4. The installed pipe shall meet the leakage requirements of the pressure test specified herein. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 333123-7 SANITARY SEWER PIPE ENLARGEMENT Page 7 of 8 D. Pipe Jointing 1. Assemble and join sections of HDPE replacement pipe on the job site above ground. 2. Use the heating and butt -fusion system for jointing in strict conformance with the manufacturer's printed instructions and in accordance to Section 33 31 15. 3. Ensure that the butt -fusion joints have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure and alignment. 4. It shall be the sole responsibility of the Contractor to provide an acceptable butt fusion joint. 5. Make all joints available for inspection by the Engineer before insertion. 6. Join the replacement pipe on site in appropriate working lengths near the insertion pit. a. The maximum length of continuous replacement pipe which shall be assembled above ground and pulled on the job site at any 1 time shall be 600 linear feet. 7. For situations where the replacement pipe is not pulled all the way to the manhole, a repair clamp shall be utilized to connect segments of the HDPE pipe, as approved by the Engineer. E. New Pipe Installation 1. Install new pipe in accordance with the manufacturer's recommendations. F. Anchoring New Pipe and Sealing Manholes 1. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. a. The new pipe shall protrude in the manholes for enough distance to allow sealing and trimming (but not less than 4 inches). 2. Wait a minimum of 10 hours after installation before sealing the new pipe at manholes. 3. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, centered in the existing manhole wall. 4. Grout flexible connector in the manhole, filling all voids the full thickness of the manhole wall. 5. Restore manhole bottom and invert. G. Sewer Service Connections 1. Install service connections in accordance with Section 33 31 50. H. Rescue 1. The cost for rescue of static, hydraulic or pneumatic hammer-moling devices or modified boring "knives" that become stuck or excessively buried and require additional excavation to retrieve shall be the sole responsibility of the Contractor. I. Surface Restoration 1. Any damage caused to paving structures or any other surface fracture resulting from the pipe enlargement shall be repaired or replaced to the same condition, or better, at the expense of the Contractor. 3.5 REPAIR /RESTORATION [NOT USED] CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 333123-8 SANITARY SEWER PIPE ENLARGEMENT Page 8 of 8 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. Post -Construction Closed Circuit Television (CCTV) Inspection 1. Video Inspection a. Conduct a Post -Construction CCTV Inspection in accordance with Section 33 01 31. 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 SANITARYSEWER PIPE ENLARGEMENT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 333150-1 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 1 of 10 1 SECTION 33 3150 2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Sanitary sewer service connection, service line and 2-way cleanout from the main 7 to the right-of-way, as shown on the Drawings, directed by the Engineer and 8 specified herein for: 9 a. New Service 10 b. New Service (Bored) 11 c. Private Service Relocation 12 d. Service Reinstatement 13 B. Deviations from this City of Fort Worth Standard Specification 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. New Sewer Services 17 b. Payment 18 1) Payment for work and materials such as backfill, removal of 19 existing clean -outs, plugging the abandoned sewer service line, 20 double-checking the grade of the installed service line, pipe 21 fittings, surface restoration on private property (to match 22 existing), and all other associated work for service replacements 23 in excess of four (4) linear feet shall be included in the linear 24 foot price bid for sanitary sewer service line replacement on 25 private property or public right-of-way. Payment for all work 26 and materials involving the "tap" shall be included in the price 27 bid for sanitary sewer service taps. 28 2) Payment for all sanitary sewer service lines over 4 linear feet shall 29 be included in the price bid per sanitary sewer service line. 30 3) Payment for furnishing and installing cleanouts shall be included in 31 the price bid for sanitary sewer cleanouts. 32 5. Sewer Service Reconnection. 33 b. Payment 34 1) No additional compensation will be given in Miscellaneous 35 Contracts for sanitary sewer service reconnections. 36 C. Related Specification Sections include, but are not necessarily limited to: 37 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 38 2. Division 1 — General Requirements 39 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 40 4. Section 33 11 10 — Ductile Iron Pipe 41 5. Section 33 11 11— Ductile Iron Fittings 42 6. Section 33 3120 — Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised April 26, 2013 City Project No. 106717 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 33 31 50 - 2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 2 of 10 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. New Sewer Service a. Measurement 1) Measurement for this Item shall be per each "Sewer Service" complete in place. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the unit price bid per each "Sewer Service" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing New Sanitary Sewer Service Line as specified by the Drawings 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess material 6) Tee connection to main 7) Fittings 8) 2-way cleanout and cap with concrete pad 9) Surface restoration, excluding grass (seeding, sodding or hydro -mulch paid separately) 10) Furnishing, placing and compaction of embedment 11) Furnishing, placing and compaction of backfill 12) Clean-up 2. New Ductile Iron Sewer Service a. Measurement 1) Measurement for this Item shall be per each Ductile Iron Sewer Service complete in place. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the unit price bid per each "DIP Sewer Service" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing New DIP Sanitary Sewer Service Line as specified by the Drawings 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess material 6) Tee connection to main 7) Fittings 8) 2-way cleanout and cap with concrete pad 9) Surface restoration, excluding grass (seeding, sodding or hydro -mulch paid separately) 10) Furnishing, placing and compaction of embedment 11) Furnishing, placing and compaction of backfill 12) Clean-up CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised April 26, 2013 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 33 31 50 - 3 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 3 of 10 3. New Bored Sewer Service a. Measurement 1) Measurement for this Item shall be per each Bored Sewer Service complete in place. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each "Bored Sewer Service" installed for: a) Various sizes b) Various materials c. The price shall include: 1) Furnishing and installing New Sanitary Sewer Service Line as specified by the Drawings 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess material 6) Tee connection to main 7) Service Line 8) Fittings 9) 2-way cleanout and cap with concrete pad 10) Surface restoration surrounding 2-way cleanout 11) Furnishing, placing and compaction of embedment and backfill 12) Clean-up 4. Private Service Relocation a. Measurement 1) Measured horizontally along the surface from center line to center line of the fitting, manhole or appurtenance b. Payment 1) The work performed and the materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot for "Private Sewer Service" installed for: a) Various sizes b) Various materials c. The price shall include: 1) Obtaining appropriate Permit 2) Obtaining Right of Entry 3) Performing relocation as specified in the Drawings 4) Excavation 5) Hauling 6) Disposal of excess material 7) Service Line - private side by plumber 8) Fittings 9) Furnishing, placing and compaction of embedment 10) Furnishing, placing and compaction of backfill 11) Clean-up — surface restoration, excluding grass (seeding, sodding or hydro -mulch paid separately) 5. Sewer Service Reconnection a. Measurement CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised April 26, 2013 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 33 31 50 - 4 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 4 of 10 1) Measurement for this Item shall be per each "Sewer Service Reconnection" complete in place from public service line connection to private service line connection. b. Payment 1) The work performed in conjunction with the relocation of a sewer service, associated with private service line, fittings and cleanout 5 feet or less in any direction from the centerline of the existing service line and the materials furnished in accordance with this Item will be paid for at the unit price per each "Sewer Service, Reconnection" performed for: a) Various service sizes c. The price bid shall include: 1) Private service line 2) Fittings 3) Private connection to sewer service 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess material 8) Surface restoration, excluding grass (seeding, sodding or hydro -mulch paid separately) 9) Furnishing, placing and compaction of embedment 10) Furnishing, placing and compaction of backfill 11) Clean-up 6. 2-way Cleanout a. Measurement 1) Measurement for this Item shall be per each when only a "2-way Cleanout" is installed. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "2-way Cleanout" installed for: a) Various sizes b) Various materials c. The price bid shall include: 1) Furnishing and installing the 2-way Cleanout and cap as specified in the Drawings 2) Pavement removal 3) Concrete pad 4) Surface restoration, excluding grass (seeding, sodding or hydro -mulch paid separately) 5) Hauling 6) Disposal of excess material 7) Furnishing, placing and compaction of backfill 8) Clean-up 7. Service Reinstatement a. Measurement 1) Measurement for this Item shall be per each Reinstatement of Service associated with the sewer main being rehabilitated by a trenchless method. b. Payment CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised April 26, 2013 City Project No. 106717 33 31 50 - 5 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 5 of 10 1 1) The work performed and materials furnished in accordance with this item 2 and measured as provided under "Measurement" will be paid for at the unit 3 price bid per each "Sewer Service, Reinstatement" for: 4 a) Various sizes 5 c. The price bid shall include: 6 1) Tap to existing main (if required) 7 2) Pavement removal 8 3) Excavation 9 4) Hauling 10 5) Disposal of excess material 11 6) Tee connection to main 12 7) Service line (if required) 13 8) Fittings 14 9) Furnishing, placing and compaction of embedment and backfill 15 10) Clean-up — surface restoration, excluding grass 16 (seeding, sodding or hydro -mulch paid separately) references 17 B. Definitions 18 1. New Service 19 a. New service applies to the installation of a service with connection to a new or 20 existing sewer main. 21 b. The service materials would include service line, fittings and cleanout. 22 2. Bored Service 23 a. Bored service applies to the installation of a service with connection to a new or 24 existing sewer main including a bore under an existing road. 25 b. The service materials would include service line, fittings and cleanout. 26 3. Private Service Relocation 27 a. Private service relocation applies to the replacement of the existing sewer 28 service line on private property typically associated with the relocation of the 29 existing main. 30 b. Typical main relocation will be from a rear lot easement or alley to the street. 31 4. Service Reinstatement 32 a. Service reinstatement applies to the reconnection of an existing service to an 33 existing main that has been rehabilitated by trenchless methods such as pipe 34 enlargement (pipe bursting), slip lining or CIPP. 35 C. Reference Standards 36 1. Reference standards cited in this Specification refer to the current reference 37 standard published at the time of the latest revision date logged at the end of this 38 Specification, unless a date is specifically cited. 39 2. ASTM International (ASTM): 40 a. ASTM D3034 Standard Specification for Type PSM Poly (Vinyl Chloride) 41 (PVC) Sewer Pipe and Fittings 42 b. ASTM D1785 Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic 43 Pipe, Schedules 40, 80 and 120. 44 c. ASTM D2321 Standard Practice for Underground Installation of Thermoplastic 45 Pipe for Sewers and Other Gravity -Flow Applications 46 d. ASTM D2412 Standard Test Method for Determination of External Loading 47 Characteristics of Plastic Pipe by Parallel -Plate Loading CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised April 26, 2013 City Project No. 106717 33 31 50 - 6 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 6 of 10 1 e. ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic 2 Pipes Using Flexible Elastomeric Seals 3 3. Texas Commission on Environmental Quality 4 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.54 — Criteria for Laying 5 Pipe and Rule 6 b. Title 30, Part I, Chapter 217, Subchapter C, 217.55 — Manholes and Related 7 Structures 8 1.3 ADMINISTRATIVE REQUIREMENTS 9 A. Scheduling 10 1. Provide advance notice for service interruption to property owner and meet 11 requirements of Division 0. 12 1.4 SUBMITTALS 13 A. Submittals shall be in accordance with Section 0133 00. 14 B. All submittals shall be approved by the City prior to delivery. 15 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 16 A. Product data shall include, if applicable: 17 1. Tee connection or saddle 18 2. Fittings (including type of cleanout) 19 3. Service line 20 B. Certificates 21 1. Furnish an affidavit certifying that service line and fittings meet the provisions of 22 this Section. 23 1.6 CLOSEOUT SUBMITTALS [NOT USED] 24 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.8 QUALITY ASSURANCE [NOT USED] 26 1.9 DELIVERY, STORAGE, AND HANDLING 27 A. Storage and Handling Requirements 28 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's 29 guidelines. 30 2. Protect all parts such that no damage or deterioration will occur during a prolonged 31 delay from the time of shipment until installation is completed and the units and 32 equipment are ready for operation. 33 3. Protect all equipment and parts against any damage during a prolonged period at the 34 site. 35 4. Prevent plastic and similar brittle items from being directly exposed to sunlight or 36 extremes in temperature. 37 5. Secure and maintain a location to store the material in accordance with Section 01 38 6600. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised April 26, 2013 City Project No. 106717 33 31 50 - 7 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 7 of 10 1.10 FIELD [SITE] CONDITIONS [NOT USED] 2 1.11 WARRANTY [NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER -FURNISHED [NOT USED] 5 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 6 A. Manufacturers 7 1. Only the manufacturers as listed on the City's Standard Products List will be 8 considered as shown in Section 0160 00. 9 a. The manufacturer must comply with this Specification and related Sections. 10 2. Any product that is not listed on the Standard Products List is considered a 11 substitution and shall be submitted in accordance with Section 0125 00. 12 3. The services and appurtenances shall be new and the product of a manufacturer 13 regularly engaged in the manufacturing of services and appurtenances having 14 similar service and size. 15 B. Materials/Design Criteria 16 1. Service Line and Fittings (including tee connections) 17 a. PVC pipe and fittings on public property shall be in accordance with Section 33 18 3120. 19 b. PVC pipe and fittings on private property shall be Schedule 40 in accordance 20 with ASTM D1785. 21 c. Ductile iron pipe and fittings shall be coated with ceramic epoxy in accordance 22 with Section 33 11 10 and Section 33 11 11. 23 2. Service saddle 24 a. Service saddles shall only be allowed when connecting a new service to an 25 existing sanitary sewer main and shall: 26 1) Be a 1-piece prefabricated saddle, either polyethylene or PVC, with 27 neoprene gasket for seal against main 28 2) Use saddle to fit outside diameter of main 29 3) Use saddle with grooves to retain band clamps 30 4) Use at least 2 stainless steel band clamps for securing saddles to the main 31 b. Inserta-Tee's service connections may not be used. 32 3. Cleanout 33 a. Cleanout stack material should be in accordance with City Standard Details or 34 as shown on Drawings. 35 b. For paved areas, provide a cast iron cleanout and cast-iron lid. 36 c. For unpaved areas, provide PVC cleanout and polyethylene lid. 37 4. Coupling 38 a. For connections between new PVC pipe stub out and existing service line, use 39 rubber sleeve couplings with stainless steel double -band repair sleeves to 40 connect to the line. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised April 26, 2013 City Project No. 106717 33 31 50 - 8 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 8 of 10 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION [NOT USED] 4 3.1 INSTALLERS 5 A. A licensed plumber is required for installations of the service line on private property. 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 INSTALLATION 9 A. General 10 1. Install service line, fittings and cleanout as specified herein, as specified in Section 11 33 05 10 and in accordance with the pipe manufacturer's recommendations. 12 B. Handling 13 1. Haul and distribute service lines, fittings and cleanouts at the project site and handle 14 with care to avoid damage. 15 a. Inspect each segment of service line and rejector repair any damaged pipe 16 prior to lowering into the trench. 17 2. Do not handle the pipe in such a way that will damage the pipe. 18 C. Service Line 19 1. Lay service line at a minimum grade of 2 percent, as shown on City Standard 20 details, or at lines and grades as indicated in the Drawings. 21 2. If service line is installed by bore as an alternative to open cut, the cost associated 22 with open cut installation, such as pavement removal, trenching, embedment and 23 backfill and pavement patch will not be included as part of the bore installation. 24 3. Excavate and backfill trenches in accordance with 33 05 10. 25 4. Embed PVC Pipe in accordance with 33 05 10. 26 D. Cleanout 27 1. Install out of traffic areas such as driveways, streets and sidewalks whenever 28 possible. 29 a. When not possible, install cast iron cleanout stack and cap. 30 2. Install 2-way cleanout in non -paved areas in accordance with City Standard Details. 31 3. Install 2-way cleanout in paved areas in accordance with City Standard Details. 32 E. Service line connection to main 33 1. New service on new or replacement main 34 a. Determine location of service connections before main installation so the 35 service fittings can be installed during main installation. 36 b. Connect service line to main with a molded or fabricated tee fitting. 37 2. Reconnection to main after pipe enlargement 38 a. Tapping the existing main and installing a strap on tee connection may be used. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised April 26, 2013 City Project No. 106717 33 31 50 - 9 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 9 of 10 1 b. Allow the new main to recover from imposed stretch before tapping and service 2 installation. 3 1) Follow manufacturer's recommendation for the length of time needed. 4 c. Tap main at 45-degree angle to horizontal when possible. 5 1) Avoid tapping the top of main. 6 d. Extend service line from main to property line or easement line before 7 connecting to the existing service line. 8 3. New service on existing main 9 a. Connect service line to main with a molded or fabricated tee fitting if possible. 10 b. Tapping the existing main and installing a strap on tee connection may be used. 11 F. Private Service Relocation 12 1. Requirements for the relocation of service line on private property 13 a. A licensed plumber must be used to install service line on private property. 14 b. Obtain permit from the Development Department for work on private property. 15 c. Pay for any inspection or permit fees associated with work on private property. 16 d. Verify (by Exploratory Excavation of Existing Utilities) the elevations at the 17 building cleanout and compare to data on the Drawings before beginning 18 service installation. 19 e. Submit elevation information to the City inspector. 20 f. Verify that the 2 percent slope installation requirement can be met. 21 1) If the 2 percent slope cannot be met, verify with the Engineer that line may 22 be installed at the lesser slope. 23 3.5 REPAIR / RESTORATION [NOT USED] 24 3.6 RE -INSTALLATION 25 A. Service Relocation 26 1. All relocations that are not installed as designed or fail to meet the City code shall 27 be reinstalled at the Contractor's expense. 28 3.7 FIELD QUALITY CONTROL 29 A. Inspections 30 1. Private property service line requires approval by the City plumbing inspector 31 before final acceptance. 32 3.8 SYSTEM STARTUP [NOT USED] 33 3.9 ADJUSTING [NOT USED] 34 3.10 CLEANING [NOT USED] 35 3.11 CLOSEOUT ACTIVITIES [NOT USED] 36 3.12 PROTECTION [NOT USED] 37 3.13 MAINTENANCE [NOT USED] 38 3.14 ATTACHMENTS [NOT USED] 39 CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised April 26, 2013 City Project No. 106717 33 31 50 - 10 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 10 of 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Throughout — Deep Sewer Service was removed 1.2 — Measurement and Payment Items were revised to include relocation and 12/20/2012 D. Johnson reconnection; Blue text was added for guidance in applying the bid Items; Price bid lists revised to include clean -out caps, pads and surface restoration. Added the phrase `, including grass' to lines; Part 1, 1.2.A.1.c.9, Partl, 1.2.A.2.c.9, Part 1,1.2.A.5.c.8, Partl, 1.2.A.6.c.4 Added the phrase `- surface restoration, including grass' to lines; 2/13/2013 F. Griffin Part 1, 1.2.A.4.c.11, Part 1, 1.2.A.7.10 Removed the phrase `surrounding 2-way cleanout' from lines; Part 1, 1.2.A.1.c.9, Part 1, 1.2.A.2.c.9, Part 1, 1.2.A.6.c.4 Revised lines with `including grass' replacing with `excluding grass (seeding, sodding or hydromulching paid separately)' 4/26/2013 F. Griffin Included in Part 1, 1.2, A, 1, c, 9; Part 1, 1.2, A, 2, c, 9; Part 1, 1.2, A, 4, c, 11; Part 1, 1.2, A, 5, c, 8; Part 1, 1.2, A, 6, c, 4; Part 1, 1.2, A, 7, c, 10 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 26, 2013 SANITARYSEWER PIPE ENLARGEMENT, CONTRACT 2026 City Project No. 106717 1 2 3 4 PART1- GENERAL 5 1.1 SUMMARY SECTION 33 39 30 FIBERGLASS MANHOLES 333930-1 FIBERGLASS MANHOLES Page 1 of 8 6 A. Section Includes: 7 1. Glass -Fiber -Reinforced Polyester (Fiberglass) Sanitary Sewer Manholes 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 12 Contract 13 2. Division 1— General Requirements 14 3. Section 03 30 00 — Cast -in -Place Concrete 15 4. Section 03 80 00 — Modifications to Existing Concrete Structures 16 5. Section 33 0130 — Sewer and Manhole Testing 17 6. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 18 7. Section 33 05 13 — Frame, Cover and Grade Rings 19 8. Section 33 39 10 — Cast -In -Place Concrete Manholes 20 9. Section 33 39 20 — Precast Concrete Manholes 21 10. Section 33 39 60 — Epoxy Liners for Sanitary Sewer Structures 22 11. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Manhole 26 a. Measurement 27 1) Measurement for this Item shall be per each "Fiberglass Manhole" 28 installed. 29 b. Payment 30 1) The work performed and the materials furnished in accordance with this 31 Item shall be paid for at the unit price bid per each "Fiberglass Manhole" 32 installed for: 33 a) Various sizes 34 b) Various types 35 c. The price bid shall include: 36 1) Manhole structure complete in place 37 2) Excavation 38 3) Furnishing, placing and compaction of backfill (except where imported 39 CSS/CLSM is required around manhole in construction drawings) 40 4) Drop pipe CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 13, 2024 City Project No. 106717 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 33 39 30 - 2 FIBERGLASS MANHOLES Page 2 of 8 5) Stubs 6) Frame 7) Cover 8) Grade rings 9) Pipe connections 10) Pavement removal 11) Hauling 12) Disposal of excess material 13) Clean-up 2. Extra Depth Manhole a. Measurement 1) Measurement for added depth beyond 6 feet shall be per vertical foot, measured to the nearest 1/10 foot. 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 vertical foot for "Fiberglass Extra Depth Manhole" specified for: a) Various Sizes c. The price bid shall include: 1) Manhole structure complete in place 2) Excavation 3) Furnishing, placing and compaction ofbackfill 4) Drop pipe 5) Stubs 6) Frame 7) Cover 8) Grade rings 9) Pipe connections 10) Pavement removal 11) Hauling 12) Disposal of excess material 13) Clean-up 3. Imported EmbedmentBackfill - CSS/CLSM a. Measurement 1) Measured by the cubic yard as delivered to the site and recorded by truck ticket provided to the City b. Payment 1) Imported CSS/CLSM backfill around manholes/junction boxes shall be paid when the following conditions exist: a) When depths are 15 feet and greater/under existing or future pavement b) When working in redevelopment areas where work is required in constrained spaces c) When required in the Construction Drawings The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Imported Embedment/Backfill, CSS" or "Imported Embedment/Backfill, CLSM" for material placed in areas around manholes/junction boxes. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 13, 2024 City Project No. 106717 333930-3 FIBERGLASS MANHOLES Page 3 of 8 2 1.3 REFERENCES 3 A. Definitions 4 1. Manhole Type 5 a. Standard Manhole (See City Standard Details) 6 1) Greater than 4 feet deep up to 6 feet deep 7 b. Standard Drop Manhole (See City Standard Details) 8 1) Same as Standard Manhole with external drop connection (s) 9 c. Type "A" Manhole (See City Standard Details) 10 1) Manhole set on a reinforced concrete block placed around 39-inch and 11 larger sewer pipe. 12 2. Manhole Size 13 a. 4-foot diameter 14 1) Used with pipe ranging from 8-inch to 21-inch 15 b. 5-foot diameter 16 1) Used with pipe ranging from 24-inch to 36-inch 17 c. See specific manhole design on Drawings for pipes larger than 36-inch. 18 B. Reference Standards 19 1. Reference standards cited in this Specification refer to the current reference 20 standard published at the time of the latest revision date logged at the end of this 21 Specification, unless a date is specifically cited. 22 2. ASTM International (ASTM): 23 a. ASTM A307 — Standard Specification for Carbon Steel Bolts, Studs, and 24 Threaded Rod 60,000 psi Tensile Strength. 25 b. ASTM A615/A615M — Standard Specification for Deformed and Plain 26 Carbon -Steel Bars for Concrete Reinforcement. 27 c. ASTM C76 — Standard Specification for Reinforced Concrete Culvert, Storm 28 Drain and Sewer Pipe. 29 d. ASTM C270 — Standard Specification for Mortar for Unit Masonry. 30 e. ASTM C478 — Standard Specification for Precast Reinforced Concrete 31 Manhole Sections. 32 f. ASTM C923/C923M — Standard Specification for Resilient Connectors 33 Between Reinforced Concrete Manholes Structures, Pipes, and Laterals. 34 g. ASTM C1107/C1107M — Standard Specification for Packaged Dry, 35 Hydraulic -Cement Grout (Non -Shrink). 36 h. ASTM C1244/C1244M — Standard Test Method for Concrete Sewer 37 Manholes by the Negative Air Pressure (Vacuum) Test Prior to Backfill. 38 i. ASTM C1628 - Standard Specification for Joints for Concrete Gravity Flow 39 Sewer Pipe, Using Rubber Gaskets. 40 j. ASTM D698 - Standard Test Methods for Laboratory Compaction 41 Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN- 42 m/m3)). 43 k. ASTM D2996 — Standard Specification for Filament -Wound Fiberglass 44 (Glass -Fiber -Reinforced Thermosetting -Resin) Pipe. 45 1. ASTM D2997 — Standard Specification for Centrifugally -Cast Fiberglass 46 (Glass -Fiber -Reinforced Thermosetting -Resin) Pipe. 47 in. ASTM D3753 — Standard Specification for Fiberglass (Glass-Fiber- 48 Reinforced Thermosetting -Resin) Manholes and Wet wells. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 13, 2024 City Project No. 106717 33 39 30 - 4 FIBERGLASS MANHOLES Page 4 of 8 1 n. ASTM D4258 — Standard Practice for Surface Cleaning Concrete for 2 Coating. 3 o. ASTM D4259 — Standard Practice for Preparation of Concrete Abrasion 4 Prior to Coating Application. 5 3. OSHA 6 a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety 7 Regulations for Construction, Subpart P - Excavations 8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 9 1.5 SUBMITTALS 10 A. Submittals shall be in accordance with Section 01 33 00. 11 B. All submittals shall be approved by the City prior to delivery. 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 13 A. Product Data 14 1. Design and fabrication details of Fiberglass Manhole components 15 2. Installation instructions for Fiberglass Manholes 16 3. Drop connection materials 17 4. Pipe connections at manhole walls 18 5. Materials for stubs and stub plugs, if applicable 19 6. Grade ring materials 20 7. External coating materials 21 8. Plugs for hydrostatic testing 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 A. Manufacturer Warranty 29 1. Manufacturer's Warranty shall be in accordance with Division 1. 30 PART 2 - PRODUCTS 31 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 32 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 33 A. Manufacturers 34 1. Only the manufacturers as listed on the City's Standard Products List will be 35 considered as shown in Section 0160 00. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 13, 2024 City Project No. 106717 333930-5 FIBERGLASS MANHOLES Page 5 of 8 1 a. The manufacturer must comply with this Specification and related Sections. 2 2. Any product that is not listed on the Standard Products List is considered a 3 substitution and shall be submitted in accordance with Section 0125 00. 4 B. Materials 5 1. Fiberglass Manholes 6 a. Provide Prefabricated Fiberglass Manholes conforming in shape, size, 7 dimensions and details shown in the Drawings. 8 b. Unless modified in the Drawings, use manhole sections conforming to ASTM 9 D3753. 10 c. Mark date of manufacture and name or trademark of manufacturer in 1-inch 11 tall stenciled letters on the inside of the barrel. 12 d. Unless larger size is required, provide 48-inch diameter barrel. 13 e. Provide wall section thickness for depth of manhole according to ASTM 14 D3753, but not less than 0.48 inches in thickness. 15 f. Provide fabricated reducer bonded at factory to form 1 continuous unit at top of 16 manhole barrel to accept concrete grade rings and cast-iron frame and cover. 17 1) Reducer design shall be of sufficient strength to safely support HS-20 18 loading in accordance with AASHTO. 19 2. Concrete for Utility Construction 20 a. Conform to Section 03 30 00. 21 3. Concrete Manhole Base 22 a. Conform to Section 33 39 10 or Section 33 39 20. 23 b. Form base so that joint with fiberglass manhole barrel is sealed against leakage. 24 4. Reinforcing Steel 25 a. Conform to Section 03 30 00. 26 5. Lifting Devices 27 a. Manhole bases may be furnished with lift lugs or lift holes. 28 b. If lift lugs are provided, place 180 degrees apart. 29 c. If lift holes are provided, place 180 degrees apart and grout during manhole 30 installation. 31 6. Grout 32 a. Conform to Section 03 80 00 Article 2.2 F. Repair Mortars or Article 2.2 G. 33 Pipe Penetrations Sealants. 34 7. Frame and Cover 35 a. Conform to Section 33 05 13. 36 8. Backfill — CSS/CLSM (when required in construction Drawings) — Conform to 37 Section 33 05 10. 38 9. Grade Rings 39 a. Conform to Section 33 05 13 and ASTM C 478. 40 10. Pipe Connections 41 a. Conform to ASTM C923 or ASTM C 1628. 42 11. Interior Coating or Liner for concrete manhole bench and invert 43 a. Conform to Section 33 39 60. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 13, 2024 City Project No. 106717 333930-6 FIBERGLASS MANHOLES Page 6 of 8 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION 6 A. Evaluation and Assessment 7 1. Verify lines and grades are in accordance to the Drawings. 8 3.3 PREPARATION 9 A. Foundation Preparation 10 1. Excavate 8 inches below manhole foundation. 11 2. Replace excavated soil with coarse aggregate; creating a stable base for the 12 manhole to be constructed on. 13 a. If soil conditions or ground water prevent use of coarse aggregate base a 2-inch 14 mud slab may be substituted. 15 3.4 INSTALLATION 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. General 1. Manhole a. Construct manhole to dimensions shown on Drawings. b. Construct manhole base section in accordance with Section 33 39 10 or Section 33 39 20. 1) For a cast -in -place base place, finish and cure concrete according to Section 03 30 00. c. Lower manhole barrel onto base section. d. Seal with manufacturer's gasket or approved sealant. e. Wrap joint with external sealing material a minimum of 12 inches in width. f. Where cast -in -place base is used, support manhole barrel in place and brace it from sides of excavation to prevent any movement of barrel during concrete placement and while concrete is setting. 1) Provide minimum clearance between reinforcing steel and manhole barrel bottom as shown on Drawings. 2) Do not support manhole barrel on reinforcing steel. 3) Place bead of water swelling sealant around inside of barrel near bottom, as shown on Drawings, to form seal. 2. Pipe connections at Manhole a. Construct pipe stubs for future connections at locations and with materials indicated on Drawings. 1) Install stub plugs at interior of manhole and wood or plastic bulkhead at the end of the stub. b. Cut manhole barrel for pipe penetrations following curvature of pipe and with maximum of 1-inch clearance. 1) Seal cut edges with resin. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 13, 2024 City Project No. 106717 333930-7 FIBERGLASS MANHOLES Page 7 of 8 1 2) Hole may be circular or cutout with semi -circular top, which extends to 2 bottom of barrel. 3 c. Place continuous bead of water swelling sealant, as shown on Drawings, 4 around pipe penetrations on interior of manhole barrel. 5 1) Roughen surface of fiberglass prior to placement to improve bond with 6 sealant. 7 2) Allow sealant to completely cure before placing concrete against it. 8 3) Test connections for watertight seal before backfilling. 9 3. Invert 10 a. Construct invert channels to provide a smooth waterway with no disruption of 11 flow at pipe -manhole connections. 12 b. For direction changes of mains, construct channels tangent to mains with 13 maximum possible radius of curvature. 14 1) Provide curves for side inlets. 15 4. Drop Manhole Connection 16 a. Install drop connection when sewer line enters manhole higher than 24 inches 17 above the invert. 18 b. At drop pipe connections through fiberglass barrel, cut circular hole sized to 19 requirements of manufactured connector. 20 1) Seal cut edge with resin. 21 2) Install watertight connector according to manufacturer's recommendations. 22 5. Final Rim Elevation 23 a. Install concrete grade rings for height adjustment. 24 1) Construct grade ring on load bearing shoulder of manhole. 25 2) Use sealant between rings as shown on Drawings. 26 b. Set frame on top of manhole or grade rings using continuous water sealant. 27 c. Remove debris, stones and dirt to ensure a watertight seal. 28 d. Do not use steel shims, wood, stones or other unspecified material to obtain the 29 final surface elevation of the manhole frame. 30 3.5 REPAIR / RESTORATION [NOT USED] 31 3.6 RE -INSTALLATION [NOT USED] 32 3.7 FIELD QUALITY CONTROL 33 A. Field Tests and Inspections 34 1. Perform testing in accordance with Section 33 0130. 35 36 37 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.1 C. — Referenced 33 05 10 TBD M Owen 1.2 A. Revised to add pay item when imported CSS/LSM is required in Construction Drawings CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 13, 2024 City Project No. 106717 333930-8 FIBERGLASS MANHOLES Page 8 of 8 1.3 B. Updated reference standards 2.2 B. — Referenced 33 05 10 for import CSS/CLSM material if required in Construction Drawings 3.3 A. 2. — Corrected typo - coarse CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 13, 2024 SANITARYSEWER PIPE ENLARGEMENT, CONTRACT 2026 City Project No. 106717 33 39 40 - 1 WASTEWATER ACCESS CHAMBER (WAC) Page I of 4 1 SECTION 33 39 40 2 WASTEWATER ACCESS CHAMBER (WAC) 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Wastewater Access Chambers (WAC) utilized at the end of sanitary sewer mains 7 where it is impracticable to build, maintain and access a standard or shallow 8 manhole 9 a. These are installed as specifically noted on the Drawings, not as an option for 10 manhole installation. 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 15 2. Division 1 - General Requirements 16 3. Section 03 30 00 — Cast -in -Place Concrete 17 4. Section 03 80 00 — Modifications to Existing Concrete Structures 18 5. Section 33 0130 — Sewer and Manhole Testing 19 6. Section 33 05 13 — Frame, Cover, and Grade Rings 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. Measurement for this Item shall be per each. 24 2. Payment 25 a. The work performed and materials furnished in accordance with this Item and 26 measured as provided under "Measurement" will be paid for at the unit price 27 bid per each "Wastewater Access Chamber" complete in place. 28 3. The price bid will include: 29 a. WAC completes in place 30 b. Excavation 31 c. Backfill 32 d. Frame 33 e. Cover 34 f. Grade rings 35 g. Pipe connections 36 h. Pavement removal 37 i. Hauling 38 j. Disposal of excess material 39 k. Placement and compaction of backfill 40 1. Clean-up 41 m. Testing CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 333940-2 WASTEWATER ACCESS CHAMBER (WAC) Page 2 of 4 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. ASTM International (ASTM): 7 a. C478, Standard Specification for Precast Reinforced Concrete Manhole 8 Sections. 9 b. C923, Standard Specification for Resilient Connectors Between Reinforced 10 Concrete Manhole Structures, Pipes, and Laterals. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 12 1.5 SUBMITTALS 13 A. Submittals shall be in accordance with Section 0133 00. 14 B. All submittals shall be approved by the City prior to delivery. 15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 16 A. Product Data 17 1. WAC 18 2. Stubs and stub plugs 19 3. Grade ring 20 4. Plugs for air testing 21 1.7 CLOSEOUT SUBMITTALS [NOT USED] 22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 23 1.9 QUALITY ASSURANCE [NOT USED] 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY 27 A. Manufacturer Warranty 28 1. Manufacturer's Warranty shall be in accordance with Division 1. 29 PART 2 - PRODUCTS 30 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 31 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERI A S 32 A. Manufacturers 33 1. Only the manufacturers as listed on the City's Standard Products List will be 34 considered as shown in Section 0160 00. 35 a. The manufacturer must comply with this Specification and related Sections. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 333940-3 WASTEWATER ACCESS CHAMBER (WAC) Page 3 of 4 1 2. Any product that is not listed on the Standard Products List is considered a 2 substitution and shall be submitted in accordance with Section 0125 00. 3 B. Materials 4 1. WAC structure 5 a. 3/8-inch-thick 1-piece construction 6 b. Large enough for insertion of Closed -Circuit Television (CCTV) equipment 7 and high-pressure cleaning equipment 8 c. Light in color 9 d. Surface construction to match typical manhole design 10 2. Cast -in -place concrete — Conform to Section 03 30 00. 11 3. Frame and Cover — Conform to Section 33 05 13. 12 a. Because it is not made for personnel access, a standard 24-inch frame and cover 13 assembly may be used. 14 4. Grade Ring — Conform to ASTM C478. 15 5. Pipe Connections — Conform to ASTM C923. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3 - EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION 21 A. Evaluation and Assessment 22 1. Verify lines and grades are in accordance to the Drawings. 23 3.3 PREPARATION 24 A. Surface Preparation 25 1. Excavate 8 inches below manhole foundation. Replace excavated soil with course 26 aggregate; creating a stable base for the manhole to be constructed on. 27 a. If soil conditions or ground water prevent use of course aggregate base a 2-inch 28 mud slab may be substituted. 29 3.4 INSTALLATION 30 A. WAC 31 1. Construct to dimensions shown on the Drawings. 32 B. Pipe connection at WAC 33 1. Construct pipe stubs for future connections at locations and with materials indicated 34 on the Drawings. 35 2. Install stub plugs at interior of WAC and wood or plastic bulkhead at the end of the 36 stub. 37 C. Final Rim Elevation 38 1. Install concrete grade rings for height adjustment. 39 a. Construct grade ring on load bearing area outside of WAC structure. CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 333940-4 WASTEWATER ACCESS CHAMBER (WAC) Page 4 of 4 1 b. Use sealant between rings as shown on the Drawings. 2 2. Set grade rings using continuous water sealant. 3 a. Remove debris, stones and dirt to ensure a watertight seal. 4 3. Do not use steel shims, wood, stones or other unspecified material to obtain the 5 final surface elevation of the manhole frame. 6 D. Modifications and Pipe Penetrations 7 1. Conform to Section 03 80 00. 8 3.5 REPAIR / RESTORATION [NOT USED] 9 3.6 RE -INSTALLATION [NOT USED] 10 3.7 FIELD QUALITY CONTROL 11 A. Field Tests and Inspections 12 1. Perform vacuum test in accordance with Section 33 0130. 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 21 22 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised December 20, 2012 City Project No. 106717 F-1 9 9 D I `I 17 ►:/ GC-4.01 Availability of Lands - None GC-4.02 Subsurface and Physical Conditions - None GC-4.04 Underground Facilities - None GC-4.06 Hazardous Environmental Condition at Site - None GC-6.06.D Small Business Compliance Small Business Utilization Form GC-6.07 Wage Rates 2013 Prevailing Wage Rates (Heavy and Highway Construction Projects) 2013 Prevailing Wage Rates (Commercial Construction Projects) GC-6.09 Permits and Utilities - None GC-6.24 Nondiscrimination - None GR-01 60 00 Product Requirements - None CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 SANITARY SEWER PIPE ENLARGEMENT, CONTRACT 2026, City Project No. 106717 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026, Revised September 1, 2025 City Project No. 106717 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026, Revised September 1, 2025 City Project No. 106717 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026, Revised September 1, 2025 City Project No. 106717 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026, Revised September 1, 2025 City Project No. 106717 GC-6.06 D — Small Business Utilization Form THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026, Revised September 1, 2025 City Project No. 106717 v CD N O_ A o Cop CD Cy Cy m y� td �M � CD r�i� �, y o• c o CD rD y o M CD b b CD ►D c SQ CD o r-L c •, CD ° or CZ o D CD y e 0 0 PI CD m Ir cn CD 41 ¢' CD rA CD rA y to r o o � �. o a CD va wCD A � � o CZ C � � o p' oar4 d to � rM ..i CDrA (� C CD CD O CD u ti � o �• CD ti � � A CD A Z ry N Q a m o z p o z �MM 0�0� � 00 m m z 0 C7�R z z C v C D z T y m m O m 70 z 0 X y O ❑ W z o 3 Ln r o z � ❑ e Oil CD Ln V) � yLn n � v � .'�., w o ao c go N yC ru o Oil — C � W CL � C m ° � t00 o 3 3 rt A CL aro ao C�7 O O O O r r LsJ 117 o oil ft o y o bIt b It C O C O ❑ ❑ d G C1 z PC CD C S. C E. C. O. LE It A ri 'r~' �' CA y l J �"J • � Vi y l J rJ � CAA � l � ua d ara � vc d CrJ CrJ 117 H H H r r r � o o❑ � � � o o � �, � n � °a.CD a. CD y eo CD El El El y v, y v,CD y v, O b O by O b y cn V un y CD CD CD O Ely yOu� ❑ y ❑ z z � C f CDCD W, v rD A O A D O_ O. m 4A m d D Q m N v S O 7 m z C a m n O 3 .-r v n z v m v 0 m m N O .' r1 . r O CD O O ti K R 7Ci b C o o � CD to 0 o C Co CD O y co O O r7.`C n to R R r b �L CL "O CD et fD K r�-r fD •~r "`••rS fD � � � • :0 o �, D `e $ fD • eteD O "O M ►ti '`S ft to b FD rA .r CD m A -1 � � CD QM fDCD AD CD O CD fD C fD C �� CCTJ CD ID Co � n CS C p o C K M o fD AD ep C •ter �. ro ID ►.. CD � � a O �+ O � � � O O � � � � O O � � coo C CD tUD n fD a � O C a 0 O 6A 4 fA fA GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026, Revised September 1, 2025 City Project No. 106717 GC-6.07 - 1 PREVAILING WAGE RATES HORIZONTAL Page 1 of 1 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Fonn 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 Pipe -layer $ 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. CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised 2013 City Project No. 106717 GC-6.07 - 1 PREVAILING WAGE RATES VERTICAL Page 1 of 2 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician (Journeyman) $ 19.63 Electrician Apprentice (Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer (Miscellaneous) $ 13.00 Metal Installer Helper (Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter $ 12.87 CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised 2013 City Project No. 106717 GC-6.07 - 2 PREVAILING WAGE RATES VERTICAL Page 2 of 2 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Water-proofer Equipment Operators $ 15.00 Concrete Pump $ 18.50 Crane, Clamshell, Backhoe, Derrick, D `Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry (Fall 2012) Independently compiled by the Lane Gorman Trubitt, PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's (The Construction Association) Website: www.texoassociation.or /g Chapter/wagerates.asp CITY OF FORT WORTH SANITARYSEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026 Revised 2013 City Project No. 106717 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026, Revised September 1, 2025 City Project No. 106717 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026, Revised September 1, 2025 City Project No. 106717 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH SANITARY SEWER PIPE ENLARGEMENT, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2026, Revised September 1, 2025 City Project No. 106717