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065252 - Construction-Related - Contract - S.Y.B. Construction Co., Inc.
CSC No. 65252 FORT WORTH. CONTRACT FOR THE CONSTRUCTION OF Holly-Northside Cast Iron Water Main Replacements Part I City Project No.105068-1 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Chris Harder Director, Water Department Lauren Prieur Director, Transportation and Public Works Department Prepared for The City of Fort Worth Water Department 2026 Freese and Nichols Inc. 801 Cherry Street, Ste. 2800 Fort Worth, TX 46102 Texas Registered Engineering Firm F-2144 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX FORT WORTH CONTRACT FOR THE CONSTRUCTION OF Holly-Northside Cast Iron Water Main Replacements Part I City Project No.105068-1 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Chris Harder, P.E. Director, Water Department Lauren Prieur Director, Transportation and Public Works Department Prepared for The City of Fort Worth Water Department 2026 Freese and Nichols, Inc 801 Cherry Street, Ste. 2800 Fort Worth, TX 76102 Texas Registered Engineering Firm F-2144 ��P�E• OF � T�c�9iP�/ *. • AMANDA N. JOHNSON / /........................ 0 131706 I1NALE��� 01/30/26 FORTWORTH. City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 6 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 0011 13 Invitation to Bidders 02/08/2024 0021 13 Instructions to Bidders 09/01/2025 0035 13 Conflict of Interest Statement 02/24/2020 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 1100 1 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 3216 Construction Schedule 10/06/2023 01 3233 Preconstruction Video 07/01/2011 01 33 00 Submittals 12/20/2012 01 35 13 S ecial Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 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 7123 Construction Stakin and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 0177 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 Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 12, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 33 - Utilities 33 01 31 Closed Circuit Television CCTV Inspection 33 11 10 Ductile Iron Pipe 33 11 12 Polyvinyl Chloride PVC Pressure Pipe 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 33 11 14 Buried Steel Pipe and Fittings Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.gov/tpw/contractors/ or https:Happs.fortworthtexas.gov/ProjectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 03/11/2022 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 06/13/2025 03 34 13 Controlled Low Strength Material CLSM 03/07/2025 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 83- 88 gg in Q, Division 26 - Electrical Division 31- Earthwork 8 Site Gleafing 03io�2-47 �,�3 Beffew ni »0 4�13 2 -24-00 Embankmens 0 i i� W. 31 25 00 Erosion and Sediment Control 04/29/2021 �i�no Gabions, i2i�12 0 i i �2 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Trench Repair 12/12/2025 32 11 23 Flexible Base Courses 12/20/2012 CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 12, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 32 11 29 Lime Treated Base Courses 12/20/2012 32 1133 Cement Treated Base Courses 06/10/2022 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 3212 16 Asphalt Paving 6/07/2024 32 12 73 Asphalt Paving Crack Sealants 12/20/2012 32 13 13 Concrete Paving 06/13/2025 32 1320 Concrete Sidewalks, Driveways and Barrier Free Rams 12/09/2022 32 1373 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 32 1723 Pavement Markings 06/10/2022 32 17 25 Curb Address Painting 11/04/2013 3231 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 Wood Fences and Gates 12/20/2012 3232 13 Cast -in -Place Concrete Retaining Walls 06/05/2018 3291 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 32 92 13 Sodding 05/13/2021 3292 14 Non -Native Seeding 05/13/2021 3292 15 Native Grass and Wildflower Seeding 10/06/2023 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 01 31 Closed Circuit Television CCTV Inspection — Sanitary Sewer 03/11/2022 Z 2 Il l ?� �--v-r sa i 2/08/2 23 rLrvvravz� 3303 10 Bypass Pumpingof Existing Sewer Systems 12/20/2012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 330411 Corrosion Control Test Stations 12/20/2012 33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012 33 04 30 Temporary Water Services 09/19/2025 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning ofPipes 03/11/2022 > Embedment, 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings 09/09/2022 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 03/11/2022 3305 16 Concrete Water Vaults 12/12/2025 3305 17 Concrete Collars 03/11/2022 33 05 20 Auger Boring 12/20/2012 33 05 21 Tunnel Liner Plate 12/20/2012 33 05 22 Steel Casing Pie 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 12/09/2022 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 3 i i i n 12/09/2022 33 11 11 Ductile Iron Fittings 09/20/2017 CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 12, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 3 3�1 1 -1ri 09 /n�22 33 1 1 13Goner-etepe,ype03 07 02-5 33 1 1 1 I � a--r-r-r� 1 �/2n/2n1 r�-avrav�z 33 1210 Water Services 1-inch to 2-inch 12/12/2025 33 1211 Large Water Meters 12/12/2025 33 1220 Resilient Seated Gate Valve 05/06/2015 33 1221 AWWA Rubber -Seated Butterfly Valves 04/23/2019 33 1225 Connection to Existing Water Mains 02/06/2013 33 1230 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/12/2025 33 1260 Standard Blow -off Valve Assembly 06/19/2013 33 31 17 �✓-Trrz 1�90n20i2 r�-avrao�z 33Fiberglass12/7 z 32 31 1 c �r� 04/23/2019 �-n 33 31 20 Pol in l Chloride PVC Gravity Sanitary Sewer Pie 09/09/2022 ,;,�<,t rt.t,,..;aoClosedr� rt„�oProfile r_...,<,;+<. SaniSanitary<„ coo,. 333121 Ape 12/20/2012 �� 3 3 1 2/3-x-z-zvnviz 33- 1 1 �7 /7r 0Q 33�oSaa4arf-Sewef04, rQ04-3 33fefCombinationalveewer-or-eeains17/1 33 39 10 Cast -in -Place Concrete Manholes 12/13/2024 33 39 20 Precast Concrete Manholes 12/13/2024 3-31-39 39 12, /lT 3 3�40 12Q0/2 33�ohiner-snn i3o off= 33 n1 1n �✓--rr�o nwn1/2011 o-rro�rzvn 3 3-44-14 12,120QO 1-2 QPolyethylene1 1 4�3 /20, 5 33-44-13 06/10o n�i 3 2�8 1 2Q@/2n 1-2- 33-4.6-8i n3 m�ii 3-3-� T-r-eneh Dr-ai-ns, 07 /n�,W0 i i 33-49 0 Cast in Plaee Manholes and Junetion Boxes 12 / 1 T 33�o Gufb and Dfep4iAets n3/10 1�z 33444n �o 07/01 /201 1 o„-ozrzo-rT Division 34 - Transportatio mis r � � d . ffic " d I I I ♦ _ IS . • ILA I I . CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 12, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 34n i 4nAhtminttm11/12/2013 34n i cn Single Mode Fibe. Optie Gable 02426/20 6 3471 13 Traffic Control 03/22/2021 Appendix GC-4.02 Subsurface and Physical Conditions GC-6.06.D Small Business Utilization Form GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 12, 2025 DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, May 12, 2026 REFERENCE NO.: **M&C 26-0353 LOG NAME: 60NSIDE CASTIRON WMREPLACEPARTI-SYBANDFNI SUBJECT: (CD 2) Authorize Execution of a Contract with S.Y.B. Construction Co., Inc. in the Amount of $19,608,045.85 for 16-36 Inch Cast Iron Water Main Replacement in Holly -North Side Pump Station, Part 1, Authorize Execution of Amendment No. 1, in the Amount of $320,000.00, to an Engineering Agreement with Freese and Nichols, Inc. for the 16-36 Inch Cast Iron Water Main Replacement in Holly -North Side Pump Station Project Part 1 for a Revised Contract Amount of $1,754,070.00, Adopt Resolution Expressing Official Intent to Reimburse Expenditures from Proceeds of Future Debt Project, and Adopt Appropriation Ordinance to Effect a Portion of Water's Contribution to the Fiscal Years 2026-2030 Capital Improvement Program RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a contract with S.Y.B. Construction Co., Inc. in the amount of $19,608,045.85 for the 16-36 inch Cast Iron Water Main Replacement in Holly -North Side Pump Station project Part 1; 2. Authorize execution of Amendment No.1, in the amount of $320,000.00, to City Secretary Contract No. 61078, an Engineering Agreement with Freese and Nichols, Inc., for construction support services for the 16-36 inch Cast Iron Water Main Replacement in Holly -North Side Pump Station project Part 1 for a revised contract amount of $1,754,070.00; 3. Adopt the attached resolution expressing official intent to reimburse expenditures with proceeds of future enterprise fund debt for the 16-36-inch Cast Iron Water Main Replacement in Holly -North Side Pump Station Project Part 1; and 4. Adopt the attached appropriation ordinance adjusting estimated appropriations in the Water and Sewer Commercial Paper Fund by decreasing estimated appropriations in the Commercial Paper Project (City Project No. UCMLPR) in the amount of $20,994,394.00 and increasing estimated appropriations in the 16-36 inch Cast Iron Water Main Replacement in Holly -North Side Pump Station project (City Project No. 105068) by the same amount and 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 construction contract in the amount of $19,608,045.85 with S.Y.B. Construction Co., Inc. and the execution of Amendment No. 1 in the amount of $320,000.00 to an engineering agreement with Freese and Nichols, Inc. for the 16-36 inch Cast Iron Water Main Replacement in Holly -North Side Pump Station project, Part 1. On February 27, 2024, M&C 24-0174 authorized an engineering agreement with Freese and Nichols, Inc., (City Secretary Contract No. 61078) in the amount of $1,434,070.00 for the preparation of plans and specifications for the 16-36 inch Cast Iron Water Main Replacement in Holly -North Side Pump Station project Part 1. Amendment No. 1 provides for construction management, resident project representative, and construction support services including shop drawings, submittal reviews, change order review, archeological monitoring tracking, and record drawings. The project provides for Water and/or sanitary sewer main replacements as indicated on the following streets and easement: LStreet FromIF To Scope of Work NW 27th Street W Long Avenue Ephriham Avenue Water NW 28th Street Rosen Avenue Hanna Avenue Water Rosen Avenue Northside Pump Station NW 28th Street Water Rock Island Street NW 27th Street NW 28th Street Water NW 27th Street Roosevelt Avenue Pearl Avenue Water/Sewer Pearl Avenue NW 27th Street NW 22r'd Street Water NW 23rd Street Loving Avenue N Calhoun Street Water NW 28th Street Robinson Street Macie Avenue Water N Commerce Street NE 21st Street �i NW 23rd Street Water LNW 22,d Street N Main Street N Commerce Street Water Construction of the project was advertised for bid on January 28, 2026 and February 4, 2026 in the Fort Worth Star -Telegram. On March 19, 2026 the following bids were received: Bidder Amount Contract Time S.Y.B. Construction Co., Inc. $19,608,045.85 850 Calendar Days Jackson Construction Ltd. $25,387,362.00 William J. Schultz, Inc. dba Circle 9$30,838,141.25Construction Company S.J. Louis Construction of Texas, LTD $32,365,000.00 Small Business (SB) Goal - S.Y.B. Construction Co., Inc is in compliance with the small business goal. In addition to the contract amount, $659,420.15 (Water: $592,414.15; Sewer: $67,006.00) is required for project management and inspection and $406,928.00 (Water: $388,469.00; Sewer: $18,459.00) is provided for project contingency. The sanitary sewer component of this project is part of the Water Department's Sanitary Sewer Overflow Initiative Program. Approximately 15,948 linear feet of cast iron water and 200 linear feet of deteriorated sanitary sewer pipe will be removed and replaced as part of this project. 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. Available cash within the Water and Sewer portfolio and the City's portfolio along with the appropriation authority authorized under the Callable Commercial Paper Program (CP) will be used to provide interim financing for this project until debt is issued. Once debt associated with this project is sold, bond proceeds will be used to reimburse the Water and Sewer portfolio and the City's portfolio in accordance with the attached Reimbursement Resolution. Funding is available in the Commercial Paper project within the Water & Sewer Commercial Paper Fund for the purpose of funding the 16-36-inch Cast Iron Water Main Replacement in Holly -North Side Pump Station project Part 1. Funding for the 16-36 inch Cast Iron Water Main Replacement Holly -North Side Pump Station, Part 1 project is depicted below: Fund Existing 1 Appropriations Additional Appropriations project Total* W&S Capital Projects -Fund $1,818,180.00 $0.00 $1,818,180.00 56002 J W&S Commercial Paper— Fund $0.00 $20,994,394.00 $20,994,394.00 56026 Project Total $1,818,180.00 $20,994,394.00 $22,812,574.00 *Numbers rounded for presentation purposes. The project is located in COUNCIL DISTRICT 2. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are currently available in the Commercial Paper project within the W&S Commercial Paper Fund, and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the W&S Commercial Paper Fund for the 16- 36in Cl WM REPL HOLLY-NSPS project to support the execution of the construction contract and engineering agreement amendment. Prior to any expense being incurred, the Water Department has the responsibility of verifying the availability of funds. FUND IDENTIFIERS (FIDs): TO and Department ID FROM ounjProject �Prog ID Budget Reference # Year (Chartfield 2) Fund Department Accoun Project Program ctivity Budget Reference # mount N ID ID Year (Chartfield 2) CERTIFICATIONS: Submitted for City Manager's Office by_ Jesica McEachern (5804) Originating Department Head: Chris Harder (5020) Additional Information Contact: Bijay Upreti (8909) ATTACHMENTS 1. 60NSIDE CASTIRON WMREPLACEPARTI-SYBANDFNI funds avail.docx (CFW Internal) 2. 60NSIDE CASTIRONWMREPLACE PI-SYBANDFNI FID Table (WCF 04.06.26).xlsx (CFW Internal) 3.60NSIDECASTIRONWMREPLACE PARTI-SYBANDFNI.pdf (Public) 4. Commercial Paper Balances 04.06.25.xlsx (CFW Internal) 5. Form 1295 Certificate 101513370-FNI.pdf (CFW Internal) 6. Form 1295 Certificate 101513647-SYB.pdf (CFW Internal) 7. ORD.APP 60NSIDE CASTIRON WMREPLACE PARTI-SYBANDFNI 56026 A026(R4) - JLM.docx (Public) 8. PBS CPN 105068.pdf (CFW Internal) 9. Res.60NSIDE CASTIRON WM REPLACEPI-SYBANDFNI - JLM.docx (Public) C a+ a+ O O O U bA C ❑❑ U � Uj u C � U �«"i m � O 3 V] O O G V] O 3 s o 3 0U�F�� �0UV 0 O w U E n U � .� � � � roc� �l rJ G N � i a � N •C a`i 3P.4 4 Uv°lv°)3x° 3avv°�v) .4 0 o oo o o o m o 0 0 o n o 0 0 0 0 0 0 v 0 ci ,'r 0 L6 0 o o o ao L i 0 6 0 m o v o r o o m 0 o 0 of 0 m 0 0 m co m m m a tD m o o o o Ln v o v oo �o n n m m u* o m m o Ln v o m m o o m a v C, oo v o rf o o rri o o v o 0 0 0 m m N N o - v} N m N v w m m N v} .--1 m N Do vn yr vt o o vt v). of v). .4 v! yr an V* N v} tD lD tD m m m m m m m m m m m m m m N a N 0 N 0 m m m m m m m m m m m m m m m m m m m m m m m m m m m m N N N m m m m m m m m m m m m m m O O O O O V V �n O O O V V V1 z 00 00 m 00 00 00 00 00 00 W o0 00 W 00 0 0 0 0 0 0 0 0 0 0 0 0 0 o w oo ao ao 0o ao 00 oo 00 oo oo 00 00 00 w w ID w waJ O o O o w o w o O o w o w o w o w o w o LS o w o LD o w o o w o LD o u o o o o o o o o o o o o o o o o o �--I N 0 a 0 0 0 o oa .�.�. o 0 0 a o o m a 0.�. , a 0 0 Ln o m. 0 o o O� o, M 0 0 0 oa oa o 0 0 l!1 o Vol V1 o In tf1 o Ln o to m l!1 Ln Ln In o In o n lf1 m V1 m l!1 Ln Ln a N c o o a o o O o O O O o o o O O O m v m v m a m v m v m a m v m v m v m v v m m v m v m v m v [n v m v coo c o o o o 0 o 0 0 o o o 0 0 0 0 o 0 0 0 0 0 0 0 0 a o 0 o 0 a w o ID o � o a o a o a o a o 0 o a o 0 o 0 o n 0 r, 0 n 0 r, 0 n 0 rl 0 LD o a �D LD ID o a o w o ID o ID ID w LD w N o N o N o N o N o N o N o N o fV o N o N o N o N o N 0 N o N o N o N o t0 Ln W Ln w In w to w In w to w m w to l0 m lD to w V) w m w m w to w m S to to In w to m m M m m N N m m m m m c-I m m m m 0005 10 - 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 Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 FORT"WORTH. ADDENDUM TO INVITATION TO BID NO. 26-0107 HOLLY-NORTHSIDE CAST IRON WATER MAIN REPLACEMENT — PART 1 WATER DEPARTMENT ADDENDUM NO. 1 INVITATION TO BID (ITB): 26-0107 BID OPENING DATE: March 5, 2026 DATE ISSUED: February 13, 2026 ITB No. 26-0107 issued January 28, 2026, is hereby amended as follows: 1. Responses to questions are attached to this addendum as Attachment A. 2. CONTRACT MAN a. Refer to Section 00 52 43 Agreement. Modify Paragraph 4.1 "Time of Completion" to read as follows. i. The Work shall be substantially complete within 670 days and complete for Final Acceptance within -59 730 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. b. Replace the following sections: Replace Specification With Specification 00 41 00 Bid Form 00 41 00 Bid Form 3. DRAWINGS a. Replace the following sheets: Replace Sheet With Sheet Cover Sheet Cover Sheet All other terms and conditions remain unchanged. ITB 26-0107 Holly-Ncrths de Cast Iron Water Main Replacement — fart 1 Addendum No. 1, Page 1 of 2 f 'TO Y�SHHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT ■ww wwreaa■wr■r■raaaawr■rJ■raaaaa■... rrrrasaww rrarawa■awrraraa ■ww waa■raaasaww..1 By the signature affixed below, Addendum No. 1 is hereby incorporated into and made part of the above referenced Invitation to Bid. COMPANY NAME SIGNATURE: NOTE: Company nE return this form with SYB CONSTRUCTION CO., INC RICHARD LOGAN BENNETT, VP n tarermasrt e tfle-sarne as on the original bid documents. Failure to seated bid may constitute grounds for rejection of your offer. OE TF�i+i r % CLAIRE ANN YANCEY +•.+ , 0 - 1+. 153331 +�� �+ 9/0 AU ��OYI13Jl83ti End of Addendum No. 1 ITB 26-0107 Holly-Northside Gast Iron Water Main Replacement — Part 1 Addendum No. 1, Page 2 of 2 CPN 105068-1 Addendum No. 1 Holly-Northside Cast Iron Water Main Replacement — Part 1 Attachment A This document is provided as a supplement to the Holly-Northside Cast Iron Water Main Replacement — Part 1 Contract Documents. Below are responses to questions for clarification that may require additional information and/or are not addressed directly within the contract documents. Q1-1: If pipe material is only available from a manufacturer in 30" & 36", can a different material be written in for 24 "? R1-1: No, only ductile, steel, or bar -wrapped will be allowed. Q1-2: On sheet 3, General Notes ll, Water General Note #16, states all water mains crossing below Storm Sewer shall be Ductile Iron. Most locations for storm drain crossing are located ins Tunnel or Casing, are the crossing installed within tunnel or casing exempt of the Water General Note 16? R1-2: Ductile iron pipe is not required for storm drain crossings that are encased with steel casing. Q1-3: Segment 3 has a few locations that cross under a Storm Drain. The locations where the water main is not within a tunnel or casing are station 10+94.05, station 23+35.05, are these locations subject to the Ductile Iron Pipe requirement? R1-3: Ductile iron pipe will be required at the STA 23+35.05 crossing. STA 10+94.05 crossing will be revised in forthcoming addendum to be inside steel casing (ductile iron pipe not required). Q1-4: Segment 8A has a few locations that cross under a Storm Drain. The locations where the water main is not within a tunnel or casing are station 15+38.33, station 15+49.02, are these locations subject to the Ductile Iron Pipe requirement? R1-4: Ductile iron pipe will be required at both crossings. This will be clarified in forthcoming addendum. Q1-5: Please, allow the use of Mortar Bands on Steel Pipe. Drawing Sheet 93 is for the ductile or steel pipe through casing or tunnel and indicates casing spacers. Drawing Sheet 95 shows a view with mortar bands on steel pipe. R1-5: Yes, mortar bands will be allowed on steel pipe in lieu of casing spacers. Q1-6: There is not enough time in this contract. A project this size needs at least 1000 Calendar days, even with multiple crews working. There are multiple projects currently out for bid, this one is the largest of them and it has the least amount of time. R1-6: Substantial and Final Acceptance days revised as part of Addendum 1. 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: Holly-Northside Cast Iron Water Main Replacements Part 1 City Project No.: 105068-1 Units/Sections: Unit 1 - Water Improvements Unit 2 - Sanitary Sewer Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. CITY OF FORT WORTH 00 41 00 Bid Proposal Workbook.xlsx STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Holly-Northside Cast Iron Water Main Replacements Part 1 Revised 9/19/2025 City Project Number 105068-1 0041 00 BID FORM Page 2 of 3 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Transmission, Urban/Renewal, All Sizes b. Water Distribution, Urban/Renewal, 12-inch diameter and smaller c. Sanitary Sewer Collection Systems, Urban/Renewal, All Sizes d. Concrete Paving Construction/Reconstruction e. Asphalt Paving f. - h. - 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 730 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. Small Business Forms (required at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 "If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH 00 41 00 Bid Proposal Workbook.xlsx STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Holly-Northside Cast Iron Water Main Replacements Part 1 Revised 9/19/2025 City Project Number 105068-1 0041 00 BID FORM Page 3 of 3 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Evaluation of Alternate Bid Items Total Base Bid Total Bid 7. Bid Submittal This Bid is submitted on Respectfully submitted, By: (Signature) (Printed Name) Title: Company: Address: State of Incorporation: Email: Phone: END OF SECTION $280,000.00 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: Addendum No. 2. Addendum No. 3: Addendum No. 4: Corporate Seal: CITY OF FORT WORTH 00 41 00 Bid Proposal Workbook.xkx STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Holly-Northside Cast Iron Water Main Replacements Part 1 Revised 9/19/2025 City Project Number 105068-1 64c8Z-X 9a143w:aJtl dtLtiNIVINZd.LVInNOW .LNVJ:KCHSH.LZL0N7ALLUH cc N A q q N O J � z u a r �'� r4• :C � — � n W A m ® rf� � 4 F, d 1 vi pp Q 1]GR s -IOQ co LU o� -SH LU E z W L ! LU 14 Wa L 4 F" Lli x z z C. W; X c a 79 w 1 Q O 2 v Z Wv `e 4 Y J Z d s s W J 2 LL U 8 esaad �aa wos Kr e¢aa 9rar/c�/a ,.-^o a.ea �r�ar�anao-�-ltrral`""!�"'o�nLalw :•w�M� snarzr<La fw.1 sm ass ;ne war FORTWORTH. ADDENDUM TO INVITATION TO BID NO.26-0107 HOLLY-NORTHSIDE CAST IRON WATER MAIN REPLACEMENT — PART 1 WATER DEPARTMENT ADDENDUM NO. 2 INVITATION TO BID (ITB): 26-0107 BID OPENING DATE: March-6-1 2, 2026 DATE ISSUED: February 20, 2026 ITS No. 26-0107 issued January 28, 2026, is hereby amended as follows: 1. Responses to questions are attached to this addendum as Attachment A. 2. CONTRACT MANUAL a. Refer to section 00 11 13 Invitation to Bidders. Modify Paragraph "Receipt of Bids" to read as follows. Electronic bids for the construction of Holly-Northside Cast Iron Water Main Replacements Part 1 ("Project") will be received by the City of Fort Worth via the Procurement Portal httoW/fortworthtexas.bonfirehub.comlportaU?tab=open Opportunities, under the respective Project until 2:00 P.M. CST, Thursday, March -5 i2, 2026. b. Replace the following sections: Replace Specification With Specification 00 42 43 Proposal Form 00 42 43 Proposal Form 33 11 14 Buried Steel Pipe and Fittings 33 11 14 Buried Steel Pipe and Fittings 3. DRAWINGS a. Replace the following sheets: Replace Sheet With Sheet 12 OVERALL WATER MAP 1 12 OVERALL WATER MAP 1 16 SEGMENT 2A STA 1+00 TO STA 4+00 16 SEGMENT 2A STA 1+00 TO STA 4+00 17 SEGMENT 2A STA 4+00 TO STA 8+00 17 SEGMENT 2A STA 4+00 TO STA 8+00 18 SEGMENT 2A STA 8+00 TO STA 12+00 18 SEGMENT 2A STA 8+00 TO STA 12+00 19 SEGMENT 2A STA 12+00 TO STA 16+00 19 SEGMENT 2A STA 12+00 TO STA 16+00 ITB 26-0107 Holly-Northside Cast Iron Water Main Replacement — Part 1 Addendum No. 2, Page 1 of 3 20 SEGMENT 2A STA 16+00 TO STA 20+00 20 SEGMENT 2A STA 16+00 TO STA 20+00 21 SEGMENT 2A STA 20+00 TO END AND SEGMENT 2A.A 21 SEGMENT 2A STA 20+00 TO END AND SEGMENT 2A.A 28 SEGMENT 2C STA 1+00 TO STA 4+00 28 SEGMENT 2C STA 1+00 TO STA 4+00 29 SEGMENT 2C STA 4+00 TO END 29 SEGMENT 2C STA 4+00 TO END 30 SEGMENT 20 STA 1 +001 TO END 30 SEGMENT 2D STA 1+00 TO END 31 SEGMENT 2E STA 1+00 TO END 31 SEGMENT 2E STA 1+00 TO END 33 SEGMENT 2F STA 1+00 TO STA 4+50 33 SEGMENT 2F STA 1+00 TO STA 4+50 34 SEGMENT 2F STA 4+50 TO STA 8+00 34 SEGMENT 2F STA 4+50 TO STA 8+00 35 SEGMENT 2F STA 8+00 TO END 35 SEGMENT 2F STA 8+00 TO END 36 SEGMENT 217.2 STA 1+00 TO END 36 SEGMENT 2F.2 STA 1+00 TO END 39 SEGMENT 3 STA 8+00 TO STA 12+00 39 SEGMENT 3 STA 8+00 TO STA 12+00 42 SEGMENT 3 STA 19+50 TO STA 23+50 42 SEGMENT 3 STA 19+50 TO STA 23+50 43 SEGMENT 3 STA 23+50 TO STA 28+00 43 SEGMENT 3 STA 23+50 TO STA 28+00 51 SEGMENT 3.2 STA 1+00 TO STA 8+00 51 SEGMENT 3.2 STA 1+00 TO STA 8+00 52 SEGMENT 3.2 STA 8+00 TO STA 16+00 52 SEGMENT 3.2 STA 8+00 TO STA 16+00 65 SEGMENT 8A STA 1+00 TO STA 4+00 65 SEGMENT 8A STA 1+00 TO STA 4+00 Fib SEGMENT 8A STA 12+50 TO STA 16+00 68 SEGMENT 8A STA 12+50 TO STA 16+00 76 SEGMENT 8A STA 44+00 TO STA 48+00 76 SEGMENT 8A STA 44+00 TO STA 48+00 116 CURS RAMP DETAILS 116 STREET SECTION DETAILS All ((o��ther terms and co ditions re in unchanged. for r TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT ■rrr■waaarrwwwwwwrrwwrrwwww a wwrrrwrrrarrrrrrrrraaaaaa■:rraaaaaaaaau wrawwrwrai By the signature affixed below, Addendum No. 2 is hereby incorparated into and made part of the above referenced Invitation to Bid. COMPANY NAME; SYB CONSTR1� TION CO., INC SIGNATURE: l ��RICHARD LOGAN BENNETT, VP NOTE: Company na nd signature must be the same as on the original bid documents. Failure to return this form with yo r sealed bid may constitute grounds for rejection of your offer, ITB 26-0107 Holly-Northside Cast Iron Water Main Replacement — Part 1 Addendum No. 2, Page 2 of 3 "k%%%%%% E OF T�1� ......................... / CLAIRE ANN YANCEY j 0 �. ����153331����'w" *to; • /C6NSE0� \�4-� ,#It `/ONAL`?G� � 01/70/2026 End of Addendum No. 2 ITB 26-0107 Holly-Northside Cast Iron Water Main Replacement — Part 1 Addendum No. 2, Page 3 of 3 CPN 105068-1 Addendum No. 2 Holly-Northside Cast Iron Water Main Replacement — Part 1 Attachment A This document is provided as a supplement to the Holly-Northside Cast Iron Water Main Replacement — Part 1 Contract Documents. Below are responses to questions for clarification that may require additional information and/or are not addressed directly within the contract documents. Q1-1: Can you make item 6A one LS so it can be directly comparative with Steel pipe and C303. Typically the weight on these big pipe jobs is so far off that if you were to bid the true spec tonnage price it would unnecessarily effect the cost of that pipe option. The tonnage unit price makes sense on the smaller diameter options but does not make sense on large diameter pipe line in which it is directly compared to other options that are 1 LS. The last project we priced this way the Ductile Iron fitting bid item per Spec would have required 40 percent of the weight given by the bid item. If not can the calculations used to come up with the tonnage be shared? R1-1: DI Fittings modified to LS in revised proposal form issued under Addendum 2. Q1-2: Water Section Item 95 & 96 (irrigation adjustment) and (Paving Construction Allowance) are missing the Pre -bid amounts. R1-2: Bid items modified in revised proposal form issued under Addendum 2. Q1-3: I have noticed a few missing bid items: - Temporary Water Service - 6" PVC Water (FH Leads) (Fort Worth Standard bid item) - 6" Gate Valves (Fort Worth Standard bid item) - Ring Connections (Fort Worth Standard bid item) Plans call out TL Standard Speed cushion bid item is for HMAC Speed Cushion. R1-3: Bid items modified in revised proposal form issued under Addendum 2. Q1-4: Pipe bid items are with select backfill, but plan and profile as well as the embedment and backfill details all call for acceptable backfill. Please clarify if you are looking for native acceptable backfill or are requiring us to import select fill backfill for the entirety of the pipeline construction. 1111-4: Backfill is to be subsidiary to pipe installation. Bid items modified in revised proposal form. Q 1-5: Is any damaged curb not specifically called out by the replacement going to be paid per the LF or is it on the contractor to replace? There are a lot of the pipe lines that the machine will be riding down the Existing curb line do to the called out placement likely causing a much higher replacement rate than the very minimal amount of quantity in the bid. R1-5: Curb replacement damaged by construction methods is considered subsidiary to the price bid. Q1-6: What is the Cities Construction Cost estimate? R1-6: The Owner's budget is $35,000,000 - $37,000,000. Q 1-7: Missing bid items: Lime Stabilization (For the Concrete Streets) Hydrated Lime (27#1SY) for the Stabilization under the concrete streets R1-7: Bid items added in revised proposal form issued under Addendum 2. CPN 105068-1 Addendum No. 2 Holly-Northside Cast Iron Water Main Replacement — Part 1 Attachment A Q1-8: Drawing Sheet 101 shows details for Cleaning Wye. It is unclear as to any quantity of cleaning wyes required for the project. Do we need one for every valve or just give a price for each size for contractor determination? R1-8: Wyes are required at all valves and connections in accordance with City details. The estimated cleaning wyes are below. Any additional cleaning wyes needed to clean the lines in accordance with the contractors means and methos are subsidiary to the price bid. Size Quantity 8" 10 12" 7 24" 7 16" 5 30" 5 36" 7 Q1-9: Is there a reason why the 12" Line on sheet 27 is being Bored across Ephriham, but the 24" line on sheet 21 is being open cut in the same location. Typically we can lay both across the intersection at the same time keeping the same amount of lane shifts/ traffic phasing so open cut installation of one line or both the labor costs are about the same R1-9: TxDOT approval is based on installation methods as shown in the plans. Alternate means and methods can be discussed with TxDOT after award. Q1-10. The drawings show PC 200 for the 24" WL, but per specification 331113 section 2.1/C1 it shows working pressure 150 psi. Please request clarification for working pressure = 200 psi?, surge = 100 psi? working + surge = 200 + 100 psi? R1-10: PC revised to 250 for 24". Q1-11: Can the use of ASTM C595 cement be use in place of ASTM C150 cement? R1-11: Yes. SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 1 - Water Improvements Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value IA* 3311.0851 36" DIP Water 33 11 10 LF 5,600 _ 1B* 3311.0861 36" Steel AWWA C200 Water Pie 33 11 14 LF 5,600 1C* 3311.0871 36" Concrete AWWA C303 Water Pie 33 11 13 LF 5,600 2A* 3311.0857 36" DIP Water CLSM Backfill 33 1110 LF 40 2B* 3311.0867 36" Steel AWWA C200 Water Pipe, CLSM Backfill 33 11 14 1 LF 40 2C* 3311.0977 36" Concrete AWWA C303 Water Pie CLSM Backfill 33 1113 LF 40 3A* 3311.0751 30" DIP Water 33 11 10 LF 4,924 3B* 3311.0761 30" Steel AWWA C200 Water Pie 33 11 14 LF 4,924 3C* 3311.0771 30" Concrete AWWA C303 Water Pie 33 11 13 LF 4 924 4A* 3311.0757 30" DIP Water CLSM Backfill 3311 10 LF 20 4B* 3311.0767 30" Steel AWWA C200 Water Pie CLSM Backfill 33 11 14 LF 20 4C* 3311.0777 30" Concrete AWWA C303 Water Pie CLSM Backfill 33 1113 LF 20 5A* 3311.0651 24" DIP Water 33 11 10 LF 4,060 SB* 3311.0671 24" Steel AWWA C200 Water Pipe 33 11 14 LF 4,060 5C* 3311.0691 24" Concrete AWWA C303 Water Pie 33 11 13 LF 4,060 6A* 3311.0657 24" DIP Water CLSM Backfill 33 11 10 LF 10 6B* 3311.0677 24" Steel AWWA C200 Water Pipe, CLSM Backfill 33 11 14 LF 10 6C* 3311.0687 24" Concrete AWWA C303 Water Pipe, CLSM Backfill 33 1113 LF 10 7A* 3311.0001 Ductile Iron Water Fittin s w/ Restraint 33 1111 LS 1 7B* 3311.0011 Steel Fittings 33 11 14 LS 1 7C* 3311.0021 C303 Fittings 33 11 13 LS 1 * Contractor to provide Unit Price / Bid Value for only one of the pipe material alternatives for Items 1 through 6 DO NOT PROVIDE UNIT PRICE / BID VALUE FOR EACH ALTERNATIVE 8 3311.0541 16" Water Pipe 33 11 10, 3311 12 LF 1,290 9 3311.0547 16" Water Pipe, CLSM Backfill 33 11 IQ LF 20 10 3305.2009 36" Water Carrier Pipe 33 05 24 LF 290 11 3305.2008 30" Water Carrier Pipe 33 05 24 LF 80 12 3305.2007 24" Water Carrier Pie 33 05 24 LF 120 13 3305,2005 16" Water Carrier Pipe 33 05 24 LF 1 20 14 3305.2004 12" Water Carrier Pie 33 05 24 LF 1 110 15 3305.2002 8" Water Carrier Pie 33 05 24 LF 90 16 3305.1007 42" Casine By Open Cut 33 05 22 LF 130 17 3305.1107 42" Casing By Other Than Open Curt 33 05 22 LF 340 18 3305.1106 36" Casing By Other Than Open Cut 33 05 22 LF 30 19 3305.1104 24" Casing By Other Than Open Cut 33 05 22 LF 130 20 3305.1102 16" Casing By Other Than Open Cut 33 05 22 LF 90 21 3311.0161 6" PVC Water Pipe 33 11 12 LF 120 22 3311.0461 12" PVC Water Pipe 3311 12 LF 3,000 23 3311.0467 121' PVC Water Pipe, CLSM Backfill 33 1112 LF 20 24 3311.0261 8" PVC Water Pipe 33 11 12 LF 4,560 25 3311.0251 8" DIP Water 33 11 12 LF 30 26 3311,0751 30" DIP Water 33 11 10 LF 36 27 3311.0001 Ductile Iron Water Fittinits w Restraint for smaller diameter PVC water lines 33 1111 TON 5 28 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 25 29 3312.0106 Connection to Existing 16" Water Main 33 1225 EA 2 30 3312.0107 Connection to Existing 20" Water Main 33 1225 EA 4 31 3312.0108 Connection to Existing 24" Water Main 33 1225 EA 11 32 3312.0110 Connection to Existing 36" Water Main 33 1225 EA 2 33 3312.0113 Connection to Existing 54" Water Main 33 1225 EA 1 34 9999.0001 8" Ring Connection EA 2 35 9999.0002 10" Ring Connection EA 1 36 9999.0003 12" Ring Connection EA 1 37 3312.2001 1" Water Service Meter Reconnection 33 12 10 EA 207 38 3312.2003 V Water Service 33 12 10 EA 207 39 3312.2201 2" Water Service Meter Reconnection 33 12 10 EA 2 40 3312.2203 2" Water Service 33 1210 EA 2 41 3312,3002 6" Gate Valve 33 12 20 EA 12 42 3312.3003 8" Gate Valve 33 12 20 EA 14 43 3312.3005 12" Gate Valve 33 12 20 EA 8 44 3312.3006 16" Gate Valve w/ Vault 33 12 20 EA 4 45 3312.3008 24" Gate Valve w/ Vault 33 1220 EA 10 46 9999.0004 30" AWWA Butterfly Valve w/ Vault 33 12 21 EA 4 MY OF FORT WORTH STANDARD CONSTRucnON SPECIFICATION DOCUMENTS Ravirad 9/1911025 0041 00 BW I4opoW %%.,kbaok-Addendum 2-i1a Holly-Narbride Caa Iran Watt Mem Rapl-is P- 1 C. Pmiett Namber 10506W SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Hiddces Proposal Unit 1 - Water Improvements Bidljst ltem No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 47 3312.5000 36" AW WA ButterflyValve w/ Vault 33 12 21 EA 4 48 3312.1002 4" Combination Air Valve Assembly for Water 33 12 30 EA 3 49 3312.1003 6" Combination Air Valve Assembly for Water 33 1230 EA 1 50 3312.6001 8" Blow Off Valve 33 12 60 EA 2 51 3312.4005 8" x 8" Tapping Sleeve & Valve 33 12 25 EA 1 52 0241.1510 Salvage Fire Hydrant 0241 14 EA 10 53 33I2.0001 Fire Hydrant 33 12 40 EA 12 54 3304.0101 Temporary Water Services 33 04 30 LS 1 55 024 1. 1001 Water Line Grouting 0241 14 CY 50 56 3305.0206 Imported Embedment/Backfill Acceptable Backfill 33 05 10 CY 100 57 3305.0203 Imported EmbedmentBackfill CLSM 33 05 10 CY 100 58 0241.1510 4"-12" Water Abandonment Plug 0241 14 EA 3 59 0241.1208 20" Water Abandonment Plug 0241 14 EA 2 60 0241,1209 24" Water Abandonment Plug 0241 14 EA 2 61 0241.1354 Salvage 24" Water Valve and Remove Water Vault 0241 14 EA 14 62 0241.1353 Salvage 20" Water Valve and Remove Water Vault 0241 14 EA 4 63 0241.1352 Salvage 18" Water Valve and Remove Water Vault 02 41 14 EA 4 _ 64 0241.1305 Remove and Salvage 12" Water Valve 02 41 14 EA 3 65 0241.1304 Remove and Salvage 10" Water Valve 0241 14 EA 4 _ 66 0241.1303 Remove and Salvage 8" Water Valve 0241 14 EA 5 67 0241.1302 Remove and Salvage 6" Water Valve 0241 14 EA 15 68 0241.1301 Remove and Salvage 4" Water Valve 02 41 14 EA 1 _ 69 3201.0111 4' Wide Asphalt Pvmt Repair, Residential 32 01 17 LF 641 1 70 3201.0112 5' Wide Asphalt Pvmt Repair. Residential 32 01 17 LF 355 71 3201.0122 5' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 107 72 3201.0113 6' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 420 73 3201.0400 Temporary Asphalt Paving Repair 3201 18 LF 21,845 74 00241.1700 11" Pavement Pulverization 02 41 15 SY 23,590 75 3211.0601 8" CEMLIMETM 32 LBSJSY. 321133 TN 390 76 3212.0302 3" Asphalt Pvmt Type D DG-D 32 12 16 SY 24,885 77 0241.1507 3" Surface Milling 0241 15 SY 1,295 78 0241.1000 Remove Cone Pvmt 0241 15 SY 24,739 79 3213.0102 7" Cone Pvmt 32 13 13 SY 24,739 80 3211.0400 Hydrated Lime 321129 TN 350 81 3211.05016" Lime Treatment 321129 SY 25 950 82 0241.1400 Remove Existinjz Concrete Valley Gutter 0241 13 SY 82 83 3216.0301 7" Conc Valley Gutter Residential 32 16 13 SY 82 84 3216.0101 6" Conc Curb and Gutter 321613 LF 1 330 85 0241.0401 Remove Concrete Driveway 02 41 13 SF 1,550 86 3213.0401 6" Concrete Driveway 32 13 20 SF 1,550 87 0241.0100 Remove Concrete Sidewalk 0241 13 SF 31 88 3213.0303 6" Conc Sidewalk 32 13 20 SF 31 89 3214.0200 Historical Brick Pvmt Repair 32 14 16 SY 93 90 0241.1200 Remove and Salvalte Brick Pvmt 02 41 15 SY 93 91 0241.1800 Remove Speed Cushion 0241 15 EA 5 92 9999.0005 Speed Cushion - TL Standard EA 5 93 3217.2002 Raised Marker TY Y 32 17 23 EA 260 94 3217.2001 Raised Marker TY W 32 17 23 EA 520 95 0241.0550 Remove Guardrail 0241 13 LF 50 96 9999.0006 Replace Existina Guardrail LF 50 97 3213.059 Barrier Free Ramp, Type P-1 32 13 20 EA 5 98 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA IO 99 3217.0101 6" SLD Pvmnt Markin HAS 32 17 23 LF 900 100 3217.0201 8" SLD Pvmt Markin HAS 321723 LF 120 101 3217.0502 Preformed Thermoplastic Contrast Markin s - 24" Crosswalk 32 17 23 LF 40 102 3217.0504 Preformed Thermoplastic Contrast Markings - 24" Stop Bars 32 17 23 LF 80 103 32 17.1004 Lane Legend Only 32 17 23 EA 2 104 3217.2103 REFL Raised Marker TY II -A -A 32 17 23 EA 15 105 3217.2104 REFL Raised Marker TY II-C-R 32 17 23 EA 15 106 3217.5001 Painting Curb Addresses 32 17 23 EA 209 107 3292.0100 Block Sod Replacement 32 92 13 SY 100 108 9999.0007 Miscellaneous Irritzation, Adiustment Allowance LS 1 $26,000.00 ;25,000,00 $60,000.00 109 9999.0008 Paving Construction Allowance LS I AM 110 3471.0001 Traffic Control 3471 13 LS 1 111 3125,0101 SWPPP >_ I acre 312500 1 LS I CITY OF FORT WORTH STANDARD CONSTRUCnON SPECn7CAMN DOCUMENTS Reriwd 9119aD25 0041 00 BW I4opoW N'o,►baok-Addendum 2�1a H.11y Narbridc Caa Iran Watt W. Rapl-u P- 1 C. Pmj-Namber 10506W 00 42 41 BID PROPOSAL Paar t of 4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Itcm Information Hiddces Proposal Unit 1 - Water Improvements Bidlist No. Description Desption Specification Section No. 3292 13 Unit of Measure SY Bid fltrantity 206 Unit Price Bid Value 112 3292.0101 Utility Service Surface Restoration Sodding 113 0171.0102 As -Built Survey 01 7123 LS l 114 3301.0001 Pre -CCTV Inspection 3301 31 LF 15.500 115 3301.0002 Post -CCTV Inspection 3301 31 LF 16,700 116 9999.0009 Cathodic Protection Design 3304 12 LS 1 $60,000.00 $200,000.00 _ _ _ $50.000.00 $200.000.00 117 3304.0002 Cathodic Protection 3304 12 LS l 118 3305.0109 Trench Safety 3305 10 LF 23,800 119 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 1 l 120 0171.0101 Construction Staking 01 71 23 I.S I 121 9999.0010 Utility Adjustment LS 1 122 9999.0011 Water Construction Allowance LS 1 Sub -Total Unit 1- S325 000.00 CITY OF FORT WORTH STANDARD CONSTRUCnON SPECIFICATION DOCUMER S Ravirad W1912025 0041 W Bed Pr qoW %%.,kbaok-Addendum 2�1a H.11y Narbredc Caa Iran Watt Mem Rapl—u P- 1 C. Proj-Namber 1050MW SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 1 - Water Improvements Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Unit 2 - Sanitary Sewer Improvements Bidlist Item No. Description Specifrstim Section No. Unit of Measure Bid Quantity Unit Price Bid Value 1 0171.0101 Construction Staking 01 71 23 LS 1 2 0171.0102 As -Built Survey 01 71 23 LS 1 3 3331,4115 8" Sewer Pipe 3311 10, 3331 12, 33 31 20 LF 190 4 3305.1102 16" Casing By Other Than Open Cut 33 05 22 LF 20 5 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 1 6 3339.1002 4' Drop Manhole 33 39 10, 333920 EA 1 7 3339.1003 4' Extra Depth Manhole 33 39 10, 33 3920 VF 6 8 3305.0112 Concrete Collar for Manhole 3305 17 EA 2 9 3339.DDOI Epoxy Manhole Liner 33 39 60 VF 9 10 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 3 11 3201.0400 Temporary It Pavinp Repair 3201 18 EA 170 12 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 170 13 0241.2103 8" Sewer Abandonment Plug on N Commerce St. 02 41 14 EA 1 _ _ 14 0241.2013 Remove 8" Sewer Line on N Commerce St. 0241 14 LF 18 15 3303.0001 Bypass Pumping 3305 10 LS 1 16 3305.0109 Trench Safety 1 33 03 10 LF 170 17 3305.0114 Manhole Adiustmen Maior w/ Cone Frame and Cover for Sewer and Storm 33 05 14 EA 21 18 3301.0001 Pre -CCTV Inspection 33 01 31 LF 190 _ $30.000.00 19 3301.0002 Post -CCTV Inspection 33 01 31 LF 190 20 9999.0001 Sanitary Sewer Construction Allowance LS 1 $30 000.00 Sub -Total Unit 2 - S30.000.00 Bid Summaries Sub -Total. Unit 1 -Water Improvements S 325 000.00 Sub -Total, Unit 2 -Sanitary Sewer Improvements S 30,000,00 Total Bid $355,000.00 END OF SECTION MY OF FORT WORTH 00 41 00 Bed NopoW %%.,kbaok-Addendum 2�1a STANDARD CONS rRucnON SPECEFICATION DOCUMENTS H.11y Nortbridc Caa Iran Watt 14- Rvpl—is P- 1 Ravirad 9/1911025 C. Noiett Tamber 10506FW 33 11 14 - 1 BURIED STEEL PIPE AND FITTINGS Page 1 of 27 SECTION 33 1114 BURIED STEEL PIPE AND FITTINGS 2 PARTI- GENERAL f11MIUAVII ►VV-11t '1 A. Section Includes: 1. Buried Steel Pipe 24-inches and larger for potable water applications B. Deviations from this City of Fort Worth Standard Specification 1. Modification of paragraph 2.2.B.2.a.1.k.2 2. Modification of paragraph 2.2.B.Il.a.2 3. Modification of paragraph 2.2.C.2 4. Modification of paragraph 2.2.C.4.d 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 0131 — Closed Circuit Television (CCTV) Inspection 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 6. Section 33 05 10 —Utility Trench Excavation, Embedment, and Backfill 7. Section 33 1105 —Bolts, Nuts, and Gaskets 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Buried Steel Pipe a. Measurement 1) Measured horizontally along the surface from center line to center line of the fitting 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 of "Steel AWWA C200 Pipe" installed for: a) Various sizes b) Various type of backfill c. The price bid shall include: 1) Furnishing and installing Buried Steel Pipe with joints as specified by the Drawings 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14-2 BURIED STEEL PIPE AND FITTINGS Page 2 of 27 9) Furnishing, placement and compaction of embedment 10) Thrust restraint 11) Bolts and nuts 12) Welding 13) Gaskets 14) Furnishing, placement and compaction of backfill 15) Trench water stops 16) Clean-up 17) Cleaning 18) Disinfection 19) Testing Buried Steel Pipe Fittings a. Measurement 1) Measurement for this Item shall be by lump sum. 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 lump sum price bid for "Steel Fittings". c. The price bid shall include: 1) Furnishing and installing Buried Steel Pipe with joints as specified by the Drawings 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement and compaction of embedment 10) Thrust restraint 11) Bolts and nuts 12) Welding 13) Gaskets 14) Furnishing, placement and compaction of backfill 15) Trench water stops 16) Clean-up 17) Cleaning 18) Disinfection 19) Testing 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Architectural Manufacturers Association (AASHTO). 3. American Society of Mechanical Engineers (ASME): a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250). 4. ANSI International (ASTM): a. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PDI CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 3 BURIED STEEL PIPE AND FITTINGS Page 3 of 27 Tensile Strength. b. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. c. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel. d. C33, Standard Specifications for Concrete Aggregates. e. C 144, Standard Specification for Aggregate for Masonry Mortar. f. C150, Standard Specification for Portland Cement. g. C216, Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale). h. D 16, Standard Terminology for Paint, Related Coatings, Materials, and Applications. i. D242, Standard Specification for Mineral Filler for Bituminous Paving Mixtures. j. DD522, Standard Test Methods for Mandrel Bend Test of Attached Organic Coatings. k. D2240, Standard Test Method for Rubber Property-Durometer Hardness. 1. D4541, Standard Test Method for Pull -Off Strength of Coatings Using Portable Adhesion Testers. in. E165, Standard Practice for Liquid Penetrant Examination for General Industry. 5. American Welding Society (AWS) 6. D1.1, Structure Welding Code -Steel. American Water Works Association (AWWA): a. C200, Steel Water Pipe - 6 Inches and Larger. b. C205, Cement Mortar Protective Lining and Coating for Steel Water Pipe 4 Ins and Larger Shop -Applied. c. C206, Field Welding of Steel Water Pipe. d. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN e. C208, Dimensions for Fabricated Steel Water Pipe Fittings. f. C210, Liquid -Epoxy Coating Systems for the Interior and Exterior of Steel Water Pipelines. g. C216, Heat Shrinkable Cross -Linked Polyolefm Coatings for the Exterior of Special Sections, Connections, and Fittings for Steel Water Pipelines h. C222, Polyurethane Coatings for the Interior and Exterior of Steel Water Pipe and Fittings i. M11, Steel Pipe - A Guide for Design and Installation. American Water Works Association/American National Standards Institute (AWWA/ANSI): a. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 9. International Organization for Standardization (ISO). 10. NACE International (MACE): a. SP0188, Discontinuity (Holiday) Testing of New Protective Coatings on Conductive Substrates. 11. NSF International (NSF): a. 61, Drinking Water System Components - Health Effects. 12. Spray Polyurethane Foam Alliance (SPFA). 13. Society for Protective Coatings (SSPC)/National Associate of Corrosion Engineers (NACE) a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 4 BURIED STEEL PIPE AND FITTINGS Page 4 of 27 b. SP 1, Solvent Cleaning. c. SP 2, Hand Tool Cleaning. d. SP 3, Power Tool Cleaning. 14. Society for Protective Coatings/National Associate of Corrosion Engineers (SSPC/NACE) a. SP IO/NACE No. 2, Near -White Blast Cleaning. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 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 and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Exterior Coating a. Material data b. Application recommendations c. Field touch-up procedures 2. Heat Shrink Sleeves, if applicable a. Material data b. Installation recommendations 3. Joint Wrappers, if applicable a. Material data b. Installation recommendations 4. Mixes a. Mortar for interior joints and patches b. Bonding agents for patches 5. Gaskets B. Shop Drawings Wall thickness design calculations sealed by a Licensed Professional Engineer in Texas including: a. Internal pressure 1) Maximum design pressure 2) Surge pressure b. External pressure 1) Deflection 2) Buckling 3) Extreme loading conditions c. Special physical loading such as supports or joint design d. Thermal expansion and/or contraction 2. Thrust restraint calculations for all fittings and valves including the restraint length sealed by a Licensed Professional Engineer in Texas to verify the restraint lengths shown in the Drawings. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 5 BURIED STEEL PIPE AND FITTINGS Page 5 of 27 3. Fabrication and lay drawings showing a schematic location with profile and a tabulated layout schedule that is sealed by a Licensed Professional Engineer in Texas and includes: a. Pipe class b. Joint types c. Fittings d. Outlets e. Thrust Restraint f. Stationing (in accordance with the Drawings) g. Transitions h. Joint deflection i. Interior lining j. Outlet locations for welding, ventilation, and access k. Welding requirements and provisions for thermal stress control C. Certificates and Test Reports Prior to shipment of the pipe, the pipe manufacturer shall submit the following: a. A Certificate of Adequacy of Design stating that the pipe to be furnished complies with AWWA C200, AWWA C205, AWWA C210, AWWA C222 and these Specifications. b. Copies of results of factory hydrostatic tests shall be provided to the Engineer. c. Mill certificates, including chemical and physical test results for each heat of steel. d. A Certified Test Report from the polyurethane coating manufacturer indicating that the coatings were applied in accordance with manufacturer's requirements and in accordance with this Specification. e. Certified test reports for welder certification for factory and field welds in accordance with AWWA C200, Section 4.11. f. Certified test reports for cement mortar tests. g. Certified test reports for steel cylinder tests. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications Manufacturers a. Shall be certified under S.P.F.A. or I.S.O. quality certification program for steel pipe and accessory manufacturing b. Finished pipe shall be the product of 1 manufacturer. c. Pipe manufacturing operations (pipe, lining and coatings) shall be performed under the control of the manufacturer. d. The pipe manufacturer shall not have less than 5 years successful experience manufacturing pipe of the particular type and size indicated or demonstrate an experience record that is satisfactory to the Engineer and City. 1) This experience record will be thoroughly investigated by the Engineer, and acceptance will be at the sole discretion of the Engineer and City. 2) Pipe manufacturing operations (pipe, fittings, lining, coating) shall be performed at 1 location, unless otherwise approved by the Engineer. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14-6 BURIED STEEL PIPE AND FITTINGS Page 6 of 27 e. Manufacture pipe in accordance with the latest revisions of AWWA C200, AWWA C205, AWWA C210 and AWWA C222. 1.10 DELIVERY, STORAGE, AND HANDLING A. Packing 1. Prepare pipe for shipment to: a. Afford maximum protection from normal hazard of transportation b. Allow pipe to reach project site in an undamaged condition 2. Pipe damaged in shipment shall not be delivered to the project site unless such damaged pipe is properly repaired. 3. After the completed pipe and fittings have been removed from the final cure at the manufacturing plant: a. Protect pipe lining from drying by means of plastic end covers banded to the pipe ends. b. Maintain covers over the pipe ends at all times until ready to be installed. c. Moisture shall be maintained inside the pipe by periodic addition of water, as necessary. 4. Pipes shall be carefully supported during shipment and storage. a. Pipe, fittings and specials shall be separated so that they do not bear against each other and the whole load shall be securely fastened to prevent movement in transit. b. Ship pipe on padded bunks with tie -down straps approximately over stulling. c. Store pipe on padded skids, sand or dirt berms, tires or other suitable means to protect the pipe from damage. d. Each end of each length of pipe, fitting or special and the middle of each pipe joint shall be internally supported and braced with stulls to maintain a true circular shape. 1) Internal stulls shall consist of timber or steel firmly wedged and secured so that stulls remain in place during storage, shipment and installation. 2) Pipe shall be rotated so that 1 Stull remains vertical during storage, shipment and installation. 3) At a minimum, stulls shall be placed at each end and center. a) Additional stulls may be required depending upon the length of the joints and pipe design. 4) Stulls shall not be removed until backfill operations are complete (excluding final clean up), unless it can be demonstrated to the City's satisfaction that removal of stulls will not adversely affect pipe installation. B. Delivery, Handling, and Storage 1. Once the first shipment of pipe has been delivered to the site, the Engineer and the Contractor shall inspect the pipe's interior coating for excessive cracking. 2. If excessive cracking is found, the Contractor shall modify shipping procedures to reduce or eliminate cracking. 3. Deliver, handle and store pipe in accordance with the manufacturer's recommendations to protect coating systems. 4. Secure and maintain a location to store the material in accordance with Section 01 6600. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 7 BURIED STEEL PIPE AND FITTINGS Page 7 of 27 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed by 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. 2. 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. General a. Pipe shall be manufactured in accordance with the latest revisions of AWWA C200, AWWA C205, AWWA C210 and AWWA C222. b. All pipe lining material in contact with potable water shall meet the requirements of NSF 61. 2. Exterior Polyurethane Coating a. For Pipe: 1) Polyurethane Coating shall be factory applied and meet the requirements of AWWA C222. Use a Coating Standard ASTM D16, Type V system which is a 100 percent solids, 2-component polyurethane (or 2-package polyisocyanate, polyol-cured urethane) coating. a) Components shall have balanced viscosities in their liquid state and shall not require agitation during use. b) Conversion to Solids by Volume: 97 percent f 3 percent c) Temperature Resistance: Minus 40 degrees F and plus 150 degrees F d) Minimum Adhesion: 1500 psi, when applied to steel pipe which has been blasted to comply with SSPC SP 10/NACE No. 2 (1) Cure Time: For handling in 2-3 minutes at 120 degrees F and full cure within 7 days at 70 degrees F e) Maximum Specific Gravities (1) Polyisocyanate resin, 1.20 (2) Polyol resin, 1.15 f) Minimum Impact Resistance: 80 inch -pounds using 1-inch diameter steel ball g) Minimum Tensile Strength: 2000 psi h) Hardness: Minimum Durometer hardness of 65 on the Shore D scale in accordance with ASTM D2240 i) Flexibility Resistance (1) ASTM D522 using 1-inch mandrel (2) Allow coating to cure for 7 days. (3) Perform testing on test coupons held for 15 minutes at temperature extremes specified above. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 8 BURIED STEEL PIPE AND FITTINGS Page 8 of 27 j) Dry Film Thickness: 35 mils k) Coating shall be a self priming, plural component, 100 percent solids, non -extended polyurethane, suitable for burial or immersion and shall be: (1) Corropipe II Omni as manufactured by Madison Chemical Industries Inc. (2) Durashield 110 or Durashield 210 as manufactured by LifeLast, Inc., or (3) Protec II, as manufactured by ITW — Futura Coatings, Inc. 2) The coating manufacturer shall have a minimum of 5 years experience in the production of this type coating. b. For Specials, Fittings, Repair and Connections 1) Provide shop -applied and field -applied coating as follows: a) Corropipe II Omni, and GP II (E) Touch -Up, respectively, as manufactured by Madison Chemical Industries, or b) Durashield 210, Durashield 310, or Durashield 310 JARS as manufactured by LifeLast, Inc., or c) Protec II, or as recommended by the coating manufacturer. d) Properties specified above. e) Mix and apply polyurethane coatings in accordance with the coating manufacturer's recommendations. Cement Mortar Linings a. Cement mortar linings shall be shop -applied. b. Shop -applied cement mortar linings shall conform to the requirements of AWWA C205 with the following modifications: 1) Sand used for cement mortar shall be silica sand ASTM C33. 2) Curing of the linings shall conform to the requirements of AWWA C205. 4. Gaskets 1) Flange in accordance with AWWA C207. 2) Provide Gaskets in accordance with Section 33 1105. 5. Bolts and Nuts a. Flanged Ends 1) Flange in accordance with AWWA C207. 2) Provide bolts and nuts in accordance with Section 33 11 05. 6. Flange Coatings a. Flange Coatings in accordance with Section 33 11 05. Steel shall: a. Meet the requirements of AWWA C200 b. Be of continuous casting c. Be homogeneous d. Be suitable for field welding e. Be fully kilned f. Be fine austenitic grain size 8. Bend Fittings a. Fabricate all fittings from hydrostatically tested pipe. b. All bend fittings shall be long radius to permit easy passage of pipeline pigs. 9. Threaded Outlets a. Where outlets or taps are threaded, Threaded with CC Threads and furnish and install brass bushings for the outlet size indicated. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 9 BURIED STEEL PIPE AND FITTINGS Page 9 of 27 10. Weld Lead Outlets a. Use of threaded outlets for access for weld leads is permitted. b. Additional outlet configurations shall be approved by the Engineer. c. Outlets shall be welded after use. i t . Mixes a. Mortar for Joints 1) Mortar shall be 1 part cement to 2 parts sand. 2) Cement shall be ASTM C150, Type I or H or ASTM C595 Type IL. 3) Sand shall be of sharp silica base. a) Sand shall conform to ASTM C144. 4) Interior joint mortar shall be mixed with as little water as possible so that the mortar is very stiff, but workable. 5) Water for cement mortar shall be from a potable water source. 6) Mortar for patching shall be as per interior joints. b. Bonding Agent 1) Bonding Agent for Cement Mortar Lining must meet NSF 61, if cement lining is in contact with potable water. 2) Bonding agent for cement mortar lining patching shall be: a) Probond Epoxy Bonding Agent ET-150, parts A and B b) Sikadur 32 Hi -Mod, or c) Approved equal 12. Heat Shrink Sleeves for Polyurethane Coated Steel Pipe a. Primer: Provide as recommended by the sleeve manufacturer. b. Filler Mastic: Provide mastic filler as recommended by the heat shrink sleeve manufacturer. 1) Size and type shall be as recommended by the sleeve manufacturer for type of pipe and joint. c. Joint Coating: Cross -linked polyolefin wrap or sleeve with a mastic sealant, 85 mils total thickness, suitable for pipeline operating temperature, sleeve material recovery as recommended by the manufacturer. 1) High recovery sleeves shall be provided for bell and spigot and coupling style joints with a minimum of 50 percent recovery. 2) Sleeve length shall provide a minimum of 3 inches overlap onto intact pipe coating on each side of the joint. 3) Width to take into consideration shrinkage of the sleeve due to installation and joint profile d. Heat shrink sleeves shall meet AWWA C216, as manufactured by: 1) Canusa 2) Raychem, or 3) Approved equal e. Provide heat shrink sleeve suitable to interior joint welding without damage to heat shrink sleeve. C. Performance / Design Criteria Pipe Design a. Steel pipe shall be designed, manufactured and tested in conformance with AWWA C200, AWWA M11 and these Specifications. b. Sizes and pressure classes (working pressure) shall be as shown below. c. For the purpose of pipe design, the transient pressure plus working pressure shall be as indicated below. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 10 BURIED STEEL PIPE AND FITTINGS Page 10 of 27 d. Fittings, specials and connections shall be designed for the same pressures as the adjacent pipe. e. Pipe design shall be based on trench conditions and the design pressure in accordance with AWWA M11; using the following parameters: 1) Unit Weight of Fill (W) = 130 pounds per cubic foot 2) Live Load a) = AASHTO HS 20, at all locations except at railroads b) = Cooper E80, at Railroads 3) Trench Depth = As indicated in the Drawings 4) Deflection Lag Factor (Di) = 1.0 5) Coefficient (K) = 0.10 6) Maximum Calculated Deflection: a) Dx = 3 percent (for polyurethane coated pipe) b) Dx = 2 percent (for cement mortar coated pipe) 7) Soil Reaction Modulus (E') < 1,000 8) Working Pressure =150 psi a) Test Pressure = (1) No less than 1.25 minimum times the stated working pressure (187 psi minimum) of the pipeline measured at the highest elevation along the test section. (2) No less than 1.5 times the stated working pressure (225 psi minimum) at the lowest elevation of the test section. 9) Surge Allowance = 100 psi, minimum a) Where Total Pressure (including surge) = 150 psi + 100 psi = 250 psi f. Fittings and specials shall be: 1) Designed in accordance with AWWA C208 and AWWA MI except that crotch plates shall be used for outlet reinforcement for all Pressure Diameter Values, PDV, greater than 6,000. g. Where the pipe requires additional external support to achieve the specified maximum deflection, the Contractor and pipe supplier will be required to furnish alternate methods for pipe embedment. 1) No additional compensation will be made to the Contractor by the Owner where this method is required. h. Trench depths indicated shall be verified after existing utilities are located. 1) Vertical alignment changes required because of existing utility or other conflicts shall be accommodated by an appropriate change in pipe design depth. 2) In no case shall pipe be installed deeper than its design allows. i. Field fabrication or cutting is not allowed, unless otherwise approved by the City. Provisions for Thrust a. The Contractor is responsible for determining and providing all thrust restraint. Thrust restraint calculations for all fittings and valves including the restraint length must be provided and sealed by a Licensed Professional Engineer in Texas. b. Thrust at bends, tees or other fittings shall be resisted by restrained joints. 1) Thrust at bends adjacent to casing shall be restrained by welding joints through the casing and a sufficient distance each side of the casing. 2) The distance ffiff thnist r-v--,s;#-aints;ho-;Axn on the Drawings is the- Minimum restr-aint and does i T-A « 'Sh-Al tl.o «ont«n:«o.7 distanee l.e lens than indieat d An the rl«n.. iags CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 -11 BURIED STEEL PIPE AND FITTINGS Page I of27 c. Restrained joints shall be used a sufficient distance from each side of the bend, tee, plug or other fitting to resist thrust which develops at the design pressure of the pipe. d. Restrained joints shall consist of welded joints. e. The length of pipe designed with restrained joints to resist thrust shall be verified by the pipe manufacturer in accordance with AWWA M11 and the following: 1) The weight of the earth (We) shall be calculated as the weight of the projected soil prism above the pipe, for unsaturated soil conditions 2) Soil Density =110 pounds per cubic foot (maximum value to be used), for unsaturated soil conditions 3) Coefficient of Friction = 0.25 (maximum value to be used for polyurethane coated steel pipe). 4) If indicated on the Drawings and the Geotechnical Borings that ground water is expected, account for reduced soil density. 5) For horizontal bends, the length of pipe to be restrained shall be calculated as follows: Where: L= PA(1—cos A) f (2We+ Wp + Ww) A = Deflection angle L = Length of pipe to be restrained on each side P = internal pressure A = Cross sectional area of pipe steel cylinder I.D. We = Weight of prism of soil over the pipe Wp = Weight of pipe Ww = Weight of water f = Coefficient of friction between pipe and soil 3. Inside Diameter a. The inside diameter, including the cement -mortar lining, shall be a minimum of the nominal diameter of the pipe specified, unless otherwise indicated on the Drawings. 4. Wall Thickness a. The minimum pipe wall steel thickness shall be as designed, but not less than 0.1875 ASS inches or pipe D/240, whichever is greater for pipe and fittings, with no minus tolerance, where D is the nominal inside pipe diameter. b. Where indicated on the Drawings, pipe and fittings shall have thicker steel pipe wall. c. The minimum steel wall thickness shall also be such that the fiber stress shall not exceed: 1) 50 percent of the minimum yield strength of the steel for working pressure and 2) 75 percent of the minimum yield strength of the steel at the maximum pressure (including transient pressure), nor the following, at the specified working pressure: CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part l STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Numbcr: 105068-1 Revised December 20, 2012 33 11 14 -12 BURIED STEEL PIPE AND FITTINGS Page 12 of 27 Pipe Type Maximum Stress at Working Pressure Polyurethane Coated Steel 23,000 psi Mortar Coated Steel NOT USED d. Pipe which is placed in casing or tunnel shall have a minimum pipe wall steel thickness of 0.375 inches or pipe D/144, whichever is greater, where D is the nominal pipe diameter. e. Pipe, fittings and specials shall be designed such that the maximum stresses in the pipe due to thrust loading will not exceed 18,000 psi. 5. Seams a. Except for mill -type pipe, the piping shall be made from steel plates rolled into cylinders or sections thereof with the longitudinal and girth seams butt welded or shall be spirally formed and butt welded. 1) There shall be not more than 2 longitudinal seams. 2) Girth seams shall be butt welded and shall not be spaced closer than 6 feet except in specials and fittings. 6. Joint Length a. Maximum joint length shall not exceed 50 feet. b. Maximum joint length of steel pipe installed in casing shall meet the project requirements. c. Manufactured random segments of pipe will not be permitted for straight runs of pipe. 1) Closing piece segments, however, shall be acceptable. 7. Joint Bonds, Insulated Connections and Flange Gaskets a. Joint Bonds, Insulated Connection, and Flange Gaskets shall be in accordance with Section 33 04 10. 8. Bend Fittings a. All bend fittings shall belong radius to permit passage of pipeline pigs. 9. Pipe Ends a. Pipe ends shall be: 1) Lap welded slip joints 2) Butt strap joint 3) Flanged joint 4) Flexible coupled joint 5) Roll groove gasket joint b. Pipe ends shall be welded or harnessed where indicated and as necessary to resist thrust forces. 1) Thrust at bends adjacent to casing shall be restrained by welding joints through the casing and a sufficient distance each side of the casing. c. Rubber Gasket Joint 1) Rubber gasketed joints (O--ring or Carnegie Joints) will only be allowed for pipe sizes 54-inch diameter and smaller. 2) Joints shall conform to AWWA C200 standard. 3) The joints shall consist of: a) Bell (1) Flared bell end formed and sized by forcing the pipe or a plug die or by expanding on segmental dies. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 13 BURIED STEEL PIPE AND FITTINGS Page 13 of 27 b) Spigot (1) Rolled spigot or carnegie shaped steel joint ring in accordance with AWWA C200 and as shown as Item F or H in Figure 8-1 of the AWWA MI L 4) The welded area of bell and spigot pipe ends shall be checked after forming by the dye penetrant or magnetic particle method. 5) The difference in diameter between the interior diameter (I.D.) of the bell and the outer diameter (O.D.) of the spigot shoulder at point of full engagement with an allowable deflection shall be no more than 0.04 inches as measured on the circumference with a diameter tape. 6) The gasket shall have sufficient volume to approximately fill the area of the groove and shall conform to AWWA C200. 7) The joint shall be suitable for the specified test and/or surge pressure and deflection. 8) Joints shall be of clearances such that water tightness shall be provided under all operating and test conditions with a pipe diameter deflection based upon the supplied pipe coating. 9) Joints shall be electrically continuous. d. Lap Welded Slip Joint 1) Lap welded slip joint shall be provided in all locations for pipe larger than 24-inches and where joints are welded for thrust restraint. 2) Lap welded slip joints may be welded from the inside or outside. 3) Ends of pipe, fittings and specials for field welded joints shall be prepared with 1 end expanded in order to receive a plain end making a bell and plain end type of joint. a) Clearance between the surfaces of lap joints shall not exceed1/8 inch at any point around the periphery. 4) In addition to the provisions for a minimum lap of 1'/2 inches as specified in AWWA C200, the depth of bell shall be such as to provide for a minimum distance of 1 inch between the weld and the nearest tangent of the bell radius when welds are to be located on the inside of the pipe. e. Fittings with Flanges 1) Flanged joints shall be provided at connections to valves and where indicated on the Drawings. 2) Ends to be fitted with slip-on flanges shall have the longitudinal or spiral welds ground flush to accommodate the type of flanges provided. 3) Pipe flanges and welding of flanges to steel pipe shall conform to the requirements of AWWA C207 and AWWA C206. 4) Pipe flanges shall be of rated pressure equal to or greater than the adjacent pipe class. 5) Flanges shall match the fittings or appurtenances which are to be attached. 6) Flanges shall be Class E with 275 psi working pressure in accordance with AWWA C207 and drilled in accordance with ASME B16.1 Class 125 for areas designated with a 225 test pressure. 7) When Isolation Flanges are required by the Drawings, Drillings shall accommodate the required spacing for mylar sleeves according to Section 3304 10. £ Flexible Couplings 1) Flexible couplings shall be provided where specified on the Drawings. 2) Ends to be joined by flexible couplings shall be: CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 14 BURIED STEEL PIPE AND FITTINGS Page 14 of 27 a) Plain end type, prepared as stipulated in AWWA C200. b) Welds on ends to be joined by couplings shall be ground flush to permit slipping the coupling in at least 1 direction to clear the pipe joint. c) Harness bolts and lugs shall comply with AWWA Ml 1. g. Butt Strap Closure Joints 1) Where necessary to make closure to pipe previously laid, closure joints shall be installed using butt strap joints in accordance with AWWA C206 and applicable provisions of this Specification. 10. Polyurethane Coating a. Applicator Qualifications 1) Equipment shall be certified by the coating manufacturer to meet the requirements for: a) Material mixing b) Temperature control c) Application rate d) Ratio control for multi -part coatings 2) Equipment not meeting the written requirements of the coating manufacturer shall be rejected for coating application until repairs or replacement of the equipment is made to the satisfaction of the City. 3) Personnel responsible for the application of the coating system shall: a) Provide certification of attendance at the coating manufacturer's training class within the last 3 years b) Be present during all coating application work and shall have responsibility for controlling all aspects of the coating application b. Surface Preparation 1) Remove visible oil, grease, dirt and contamination in accordance with SSPC SP 1. 2) Remove surface imperfections such as metal slivers, burrs, weld splatter, gouges or delaminations in the metal by filing or grinding prior to abrasive surface preparation. 3) In cold weather or when moisture collects on the pipe and the temperature of the pipe is less than 45 degrees F, preheat pipe to a temperature between 45 and 90 degrees F and 5 degrees F above dew point. 4) Clean pipe by abrasive blasting with a mixture of steel grit and shot to produce the surface preparation cleanliness as required by coating manufacturer and as specified. a) Recycled abrasive shall be cleaned of debris and spent abrasive in an air wash separator. 5) Blast media mixture and gradation shall be adequate to achieve a sharp angular surface profile as required by coating manufacturer and to the minimum depth specified. 6) Protect prepared pipe from humidity, moisture and rain. 7) Keep pipe clean, dry and free of flash rust. a) Remove all flash rust, imperfections or contamination on cleaned pipe surface by reblasting prior to primer application. 8) Complete priming and coating of pipe in a continuous operation the same day as surface preparation. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 15 BURIED STEEL PIPE AND FITTINGS Page 15 of 27 9) Abrasive blast exterior surfaces in accordance with SSPC SP 10/NACE No. 2; to a near -white blast cleaning with a minimum 3.0 mil angular profile in bare steel. c. Equipment 1) 2-component, heated airless spray unit in accordance with coating manufacturer's recommendation d. Temperature 1) Minimum 5 degrees F above dew point temperature a) The temperature of the surface shall not be less than 60 degrees F during application. e. Humidity 1) Heating of pipe surfaces may be required to meet requirements of this Section if relative humidity exceeds 80 percent. f. Resin 1) Do not thin or mix resins; use as received. 2) Store resins at a temperature recommended by the coating manufacturer. g. Application 1) Applicator shall be certified by the coating manufacturer and conform to coating manufacturer's recommendations. a) Thinning is not permitted. 2) Apply directly to pipe to achieve a total dry film thickness (DFT) of 35 mils. 3) Multiple -pass, 1 coat application process is permitted provided maximum allowable recoat time specified by coating manufacturer is not exceeded. 4) Provide cutbacks in accordance with coating manufacturer's recommendations as appropriate for the type of joint and heat shrink sleeve to be used. h. Recoating 1) Recoat only when coating has cured less than maximum time specified by coating manufacturer. 2) When coating has cured for more than recoat time, brush -blast or thoroughly sand the surface. 3) Blow -off cleaning using clean, dry, high pressure compressed air. i. Curing 1) Do not handle pipe until coating has been allowed to cure, per manufacturer's recommendations. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL A. Marking for Identification 1. For each joint of pipe and each fitting, plainly mark on 1 end: a. Class for which it is designated b. Date of manufacturer c. Identification number d. Top centerlines shall be marked on all specials B. Factory Testing 1. Cement Mortar Lining - Shop -applied cement mortar linings shall be tested in accordance with AWWA C205. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 16 BURIED STEEL PIPE AND FITTINGS Page 16 of 27 2. Polyurethane Coating - The polyurethane coating shall be tested in accordance with AWWA C222. a. Thickness: Test thickness of coating in accordance with SSPC PA 2. 1) Test coating system applied to the pipe for holidays according to the procedures outlined in NACE SP0188 using a high voltage spark tester (operating at 100 volts per mil), for the dry film thickness (DFT) specified of 35 mil. b. Adhesion Testing 1) Polyurethane coatings or linings shall have an adhesion to steel of 1,500 pounds per square inch, minimum. 2) Test polyurethane coating adhesion to steel substrates using pneumatic pull off equipment, such as HATE Model 108 or Delfesko Positest, in accordance with ASTM D4541 and AWWA C222, except as modified in this Section. 3) Adhesion testing records shall include: a) Pipe identification b) Surface tested (interior or exterior) c) Surface temperature d) Coating thickness e) Tensile force applied f) Mode of failure g) Percentage of substrate failure relative of dolly surface 4) Glue dollies for adhesion testing to the coating surface and allowed to cure for a minimum of 12 hours. a) Because of high cohesive strength, score polyurethane coatings around the dolly prior to conducting the adhesion test. 5) Failure shall be by adhesive and cohesive failure only. a) Adhesive failure is defined as separation of the coating from the steel substrate. b) Cohesive failure is defined as failure within the coating, resulting in coating remaining both on the steel substrate and dolly. 6) Retest partial adhesion and glue failure if the substrate failure is less than 50 percent relative of the dolly surface area and the applied tension was less than the specified adhesion. 7) Glue failures in excess of the minimum required tensile adhesion are accepted as meeting the specified adhesion requirements. 8) Conduct, accept and reject adhesion tests on polyurethane pipe coating and lining independently (where applicable). 9) Frequency of adhesion testing in accordance with AWWA C222. 10) Randomly select repair patches on the polyurethane coating for adhesion testing in a manner as described herein and at the discretion of the coating inspector conducting the adhesion tests. a) Adhesion of repairs shall be as specified by the coating manufacturer for the type of repair. C. Manufacturer's Technician for Pipe Installation 1. Pipe Manufacturer's Representative CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 17 BURIED STEEL PIPE AND FITTINGS Page 17 of 27 a. If required by the Engineer or requested by the Contractor during construction, the pipe manufacturer shall furnish the services of a factory trained, qualified, job experienced technician to advise and instruct as necessary in pipe laying and pipe jointing. 1) The technician shall assist and advise the Contractor in his pipe laying operations and shall instruct construction personnel in proper joint assembly and joint inspection procedures. 2) The technician is not required to be on -site full time; however, the technician shall be regularly on -site during the first 2 weeks of pipe laying and thereafter as requested by the Engineer, City or Contractor. Polyurethane Coating Manufacturer's Representative a. The pipe manufacturer shall provide services of polyurethane coating manufacturer's representative and a representative from the heat shrink joint manufacturer for a period of not less than 3 days at beginning of actual pipe laying operations to advise Contractor and City regarding installation, including but not limited to: 1) Handling and storage 2) Cleaning and inspecting 3) Coating repairs 4) Field applied coating 5) Heat shrink installation procedures 6) General construction methods and how they may affect pipe coating b. Representative shall be required to return if, in the opinion of the Engineer, the polyurethane coating or the Contractor's construction methods do not comply with Contract Specifications. 1) Cost for the manufacturer's representatives to return to the site shall be at no additional cost to the City. D. Hydrostatic Pressure Testing 1. Perform hydrostatic pressure testing in accordance with AWWA C2OO. Hydrostatically test each joint of pipe prior to application of lining or coating. a. The internal test pressure shall be that which results in a fiber stress equal to 75 percent of the minimum yield strength of the steel used. b. Each joint of pipe tested shall be completely watertight under maximum test pressure. c. Test pressure shall be held for sufficient time to observe the weld seams. d. Maintain a recording pressure gauge, reference number of pipe tested, etc. 1) The pipe shall be numbered in order that this information can be recorded. Test fittings by: a. Hydrostatic test b. Magnetic particle test c. Ultrasonic d. Radiography e. Dye penetrant test E. City Testing and Inspection 1. Pipe maybe subject to inspection at the manufacturer's facility by an independent testing laboratory, which laboratory shall be selected and retained by the City. a. Representatives of the City, City's laboratory, or the Engineer shall have access to the work whenever it is in preparation or progress. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 18 BURIED STEEL PIPE AND FITTINGS Page 18 of 27 b. Pipe manufacturer shall provide proper facilities for access and for inspection. c. Pipe manufacturer shall notify the City in writing, a minimum of 2 weeks prior to the pipe fabrication so that the City may advise the manufacturer as to the City's decision regarding tests to be performed by an independent testing laboratory. d. Material, fabricated parts and pipe, which are discovered to be defective, or which do not conform to the requirements of this Specification shall be subject to rejection at any time prior to City's final acceptance of the product. 2. The inspection and testing by the independent testing laboratory anticipates that production of pipe shall be done over a normal period of time and without "slow downs" or other abnormal delays. a. The pipe manufacturer shall coordinate their manufacturing schedule with the Contractor and advise the Contractor of any changes in the schedule. PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install steel pipe, fittings, specials and appurtenances as specified herein, as specified in AWWA MI 1, in accordance with the pipe manufacturer's recommendations and as required for the proper functioning of the completed pipe line. 2. Lay pipe to the lines and grades as indicated in the Drawings. 3. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 4. For installation of carrier pipe within casing, see Section 33 05 24. 5. Inspect and test each joint for holidays just prior to pipe being lowered into the ditch. a. All damaged areas and holidays are to be repaired before the pipe is lowered into the trench. 6. Place and consolidate embedment and backfill prior to removing pipe stulls. 7. Maximum allowable pipe deflection is limited to: a. 2 percent for mortar coated steel pipe b. 3 percent for polyurethane coated steel pipe 8. Install bonds at all pipe joints, except for welded joints or insulated joints. B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. 2. Handle pipe with care to avoid damage. a. Pipe shall be handled at all times with sufficient non-abrasive slings, belts or other equipment designed to prevent damage to the coating or lining. b. The spacing of pipe supports required to handle the pipe shall be adequate to prevent cracking or damage to the lining or coating. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 19 BURIED STEEL PIPE AND FITTINGS Page 19 of 27 c. Inspect each joint of pipe and reject or repair any damaged pipe prior to lowering into the trench. d. The equipment shall be kept in such repair that its continued use is not injurious to the coating. e. Do not lay pipe in wet conditions. 3. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Line Up at Bends 1. Line up pipe for joining so as to prevent damage thereto. a. Thoroughly clean the bell and spigot ends of each joint of pipe of foreign matter, rust and scale before placing spigot into bell. 2. Where abrupt changes in grade and direction occur, employ special shop fabricated fittings for the purpose. a. Field cutting the ends of the steel pipe to accomplish angular changes in grade or direction of the line shall not be permitted. D. Pipe Laying Rubber Gasket Joints a. Join rubber gasket joints in accordance with the manufacturer's recommendations. b. Clean bell and spigot of foreign material. c. Lubricate gaskets and bell and relieve gasket tension around the perimeter of the pipe. d. Engage spigot as far as possible in bell. e. Joint deflection or pull shall not exceed the manufacturer's recommendation. f. Check gasket with feeler gauge all around the pipe. g. In areas of petroleum hydrocarbon soil contamination, install special Neoprene gaskets or approved equal. Welded Joints a. Weld joints in accordance with AWWA C2O6. 1) Contractor shall provide adequate ventilation for welders and for City's representative to observe welds. 2) Welds shall be full circle fillet welds, unless otherwise specified. 3) Welding shall be completed after application of field applied joint coating. b. Adequate provisions for reducing temperature stresses shall be the responsibility of the Contractor. c. After the pipe has been joined and properly aligned and prior to the start of the welding procedure: 1) The spigot and bell shall be made essentially concentric by shimming or tacking to obtain clearance tolerance around the periphery of the joint. 2) In no case shall the clearance tolerance be permitted to accumulate. d. Before welding: 1) Thoroughly clean pipe ends. 2) Weld pipe by machine or by the manual shielded electric arc process. 3) Welding shall be performed so as not to damage lining or coating. 4) Cover the polyurethane coating as necessary to protect from weld splatter. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 20 BURIED STEEL PIPE AND FITTINGS Page 20 of 27 e. Furnish labor, equipment, tools and supplies, including shielded type welding rod. 1) Protect welding rod from any deterioration prior to its use. 2) If any portion of a box or carton is damaged, reject the entire box or carton. f. Hand Welding 1) The metal shall be deposited in successive layers. 2) Not more than 1/8 inch of metal shall be deposited in each pass. 3) Each pass except the final 1, whether in butt or fillet welds, shall be thoroughly bobbed or peened to relieve shrinkage stresses and to remove dirt, slag or flux before the succeeding bead is applied. 4) Each pass shall be thoroughly fused into the plates at each side of the welding groove or fillet and shall not be permitted to pile up in the center of the weld. 5) Undercutting along the side shall not be permitted. g. Welds shall be free from pin holes, non-metallic inclusions, air pockets, undercutting and/or any other defects. h. If the ends of the pipe are laminated, split or damaged to the extent that satisfactory welding contact cannot be obtained, remove the pipe from the line. i. Furnish each welder employed with a steel stencil for marking the welds, so that the work of each welder may be identified. j. Have each welder stencil the pipe adjacent to the weld with the stencil assigned to him. 1) In the event any welder leaves the job, his stencil shall be voided and not duplicated if another welder is employed. k. Welders 1) Use only competent, skilled and qualified workmen. a) Each welder employed by the Contractor shall be required to satisfactorily pass a welding test in accordance with AWWA C206 before being allowed to weld on the line. b) After each welder has qualified in the preliminary tests referred to above, inspections shall be made of joints in the line. c) Any welder making defective welds shall not be allowed to continue to weld. E. Interior Joint Grouting 1. Upon completion of backfilling of the pipe trench, clean out dirt or trash which has collected in the joint and moisten the concrete surfaces of the joint space by spraying or brushing with a wet brush. 2. Fill the inside of the joint recess with a stiff cement mortar. 3. Where the mortar joint opening is 1 inch or wider, such as where trimmed spigots are required, apply a bonding agent to mortar and steel surface prior to placing joint mortar. 4. Ram or pack the stiff mortar into the joint space and take extreme care to ensure that no voids remain in the joint space. 5. After the joint has been filled, level the surfaces of the joint mortar with the interior surfaces of the pipe with a steel trowel so that the surface is smooth. 6. Interior joints of pipe 24-inch and smaller shall have the bell buttered with mortar, prior to inserting the spigot, such that when the spigot is pushed into position it will extrude surplus mortar from the joint. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 21 BURIED STEEL PIPE AND FITTINGS Page 21 of 27 a. The surplus mortar shall be struck off flush with the inside of the pipe by pulling a filled burlap bag or inflated ball through the pipe with a rope. F. Exterior Joint Protection 1. Heat Shrink Sleeves a. General 1) Buried pipe joints shall be field coated after pipe assembly in accordance with AWWA C216, using Heat Shrink Sleeves. 2) Width of heat shrink sleeve shall be sufficient to overlap the polyurethane coating by a minimum of 3 inches. 3) Overlapping of 2 or more heat shrink sleeves to achieve the necessary width will not be permitted. b. Installation 1) Clean pipe surface and adjacent coating of all mud, oil, grease, rust and other foreign contaminates with a wire brush in accordance with SSPC SP 2, or SSPC SP 3. Remove oil or grease contamination by solvent wiping the pipe and adjacent coating in accordance with SSPC SP 1. a) Clean the full circumference of the pipe and a minimum of 6 inches onto the existing coating. 2) Remove all loose or damaged pipe coating at joint and either repair the coating as specified herein or increase the length of the joint coating, where reasonable and practical. 3) Complete joint bonding of non -welded pipe joints before application of joint coating. 4) Joint bonds shall be low profile bonds and all gaps and crevices around the bonds shall be filled with mastic sealant. 5) Store sleeves in shipping box until use is required. a) Keep dry and sheltered from exposure to direct sunlight. b) Store off the ground or concrete floors and maintain at a temperature between 60 degrees F and 100 degrees F as recommended by the sleeve manufacturer. 6) Metal surface shall be free of all dirt, dust and flash rusting prior to sleeve application. 7) Preheat pipe uniformly to 140 degrees F to 160 degrees F or as recommended by the sleeve manufacturer. a) Monitor pipe temperature using a surface temperature gauge, infrared thermometer or color changing crayons. b) Protect preheated pipe from rain, snow, frost or moisture with tenting or shields and do not permit the joint to cool. 8) Prime joint with specified primer and fill all cracks, crevices and gaps with mastic filler in accordance with the manufacturer's recommendations for the full circumference of the pipe. 9) Apply heat shrink sleeve when it is at a minimum temperature or 60 degrees F and while maintaining the pipe temperature above the preheat temperature specified. 10) Apply sleeve in accordance with the manufacturer's instructions and center the sleeve over the joint to provide a minimum of 3-inch overlay onto the existing pipe coating. 11) Apply heat to the sleeve using either propane fire infrared heaters or wrap around heaters. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 22 BURIED STEEL PIPE AND FITTINGS Page 22 of 27 a) Hold flame a minimum of 6 inches from the sleeve surface. b) Periodically roll the coating on the pipe surface. c) Heat from the center of the sleeve to the outer edge until properly seated, then begin in the opposite direction. d) Monitor sleeve for color change, where appropriate, or with appropriate temperature gauges. e) Take care not to excessively heat the parent coating. 12) Completed joint sleeve shall be fully bonded to the pipe and existing coating surface, without voids, mastic beading shall be visible along the full circumference of the sleeve, and there shall be no wrinkling or excessive burns on the sleeves. a) Sleeves which do not meet these requirements shall be removed and the joint recoated as directed by the Engineer. b) Minor repairs may be repaired using heat shrink sleeve repair kits. 13) Allow the sleeve to cool before moving, handling or backfilling. In hot climates, provide shading from direct sunlight. a) Water quenching will be allowed only when permitted by the sleeve manufacturer. G. Protective Welded Joints Coating System — Weld After Backfill 1. General a. Application of protective coating at the pipe joints will be as follows: 1) Apply a 3 layer joint coating system consisting of a factory applied 35 mil polyurethane coating 2) A field applied 60 mil by 6 inch wide strip of CANUSA HCO Wrapid Tape heat resistant tape at the location of the welding 3) A field applied 110 mil (full recovered thickness) by 18 inch wide CANUSA AquaWrap high shrink heat shrinkable joint sleeve 4) After the heat shrinkable joint sleeve is installed, backfill the trench and then weld the joint. b. The Contractor is responsible for his operations so that they do not damage the factory applied coating system. a. When applying the 3 layer joint coating system for post welding the joints, the Contractor must show that his operation will not damage the joint coating system to the Engineer's satisfaction. d. The Contractor will be required to fully uncover a maximum of 10 joints, selected at random by the Engineer or City to visually inspect and test the joint after welding. Any damage must be repaired. 1) If the Contractor's welding procedure damages the 3 layer joint coating system, the Contractor, at the direction of the Engineer, will be required to modify his welding procedure. Joint Coating (3 Layer) a. Apply 3 Layer Joint Coating System before Welding the Joint b. Pipe Manufacturing and Heat Tape 1) A 35 mil thickness polyurethane coating shall be applied over entire length of pipe. 2) The Contractor shall field apply 60 mil thick by 6 inch wide strip of CANUSA HCO Wrapid Tape heat resistant tape to the exterior bell end of the pipe, centered on the location of the welding, over a 35 mil factory applied polyurethane coating. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 23 BURIED STEEL PIPE AND FITTINGS Page 23 of 27 c. Surface Preparation and Installation for Heat Shrinkable Joint Sleeve 1) Clean pipe surface and adjacent coating of all mud, oil, grease, rust and other foreign contaminates with a wire brush in accordance with SSPC SP 2, or SSPC SP 3. Remove oil or grease contamination by solvent wiping the pipe and adjacent coating in accordance with SSPC SP 1. a) Clean the full circumference of the pipe and a minimum of 6 inches onto the existing coating. 2) Remove all loose or damaged pipe coating at joint and either repair the coating as specified herein or increase the length of the joint coating, where reasonable and practical. 3) Complete joint bonding of pipe joints before application of joint coating. a) Joint bonds shall be low profile bonds and all gaps and crevices around the bonds shall be filled with mastic sealant. 4) Store sleeves in shipping box until use is required. a) Keep dry and sheltered from exposure to direct sunlight. b) Store off the ground or concrete floors and maintain at a temperature between 60 degrees F and 100 degrees F as recommended by the sleeve manufacturer. 5) Metal surface shall be free of all dirt, dust and flash rusting prior to sleeve application. 6) Preheat pipe uniformly to 140 degrees F to 160 degrees F or as recommended by the sleeve manufacturer. a) Monitor pipe temperature using a surface temperature gauge, infrared thermometer or color changing crayons. b) Protect preheated pipe from rain, snow, frost or moisture with tenting or shields and do not permit the joint to cool. 7) Prime joint with specified primer and fill all cracks, crevices, and gaps with mastic filler in accordance with the manufacturer's recommendations for the full circumference of the pipe. 8) Apply heat shrink sleeve when it is at a minimum temperature or 60 degrees F and while maintaining the pipe temperature above the preheat temperature specified. a) Apply sleeve in accordance with the manufacturer's instructions and center the sleeve over the joint to provide a minimum of 3-inch overlay onto the existing pipe coating. 9) Apply heat to the sleeve using either propane fire infrared heaters or wrap around heaters. a) Hold flame a minimum of 6 inches from the sleeve surface. b) Periodically roll the coating on the pipe surface. c) Heat from the center of the sleeve to the outer edge until properly seated, then begin in the opposite direction. d) Take care not to excessively heat the parent coating. e) Monitor sleeve for color change, where appropriate, or with appropriate temperature gauges. 10) Completed joint sleeve shall be fully bonded to the pipe and existing coating surface, without voids, mastic beading shall be visible along the full circumference of the sleeve, and there shall be no wrinkling or excessive burns on the sleeves. a) Sleeves which do not meet these requirements shall be removed and the joint recoated as directed by the Engineer. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 3311 14 - 24 BURIED STEEL PIPE AND FITTINGS Page 24 of 27 b) Minor repairs may be repaired using heat shrink sleeve repair kits. 11) Allow the sleeve to cool before moving, handling or backfilling. a) In hot climates, provide shading from direct sunlight. b) Water quenching will be allowed only when permitted by the sleeve manufacturer. 12) Holiday testing shall be performed using a high voltage holiday tester (operating at 100 volts per mil) at each joint after field application of heat shrinkable joint sleeve per SP0188. a) If any holidays or cuts are detected, the sleeve shall be repaired using the heat shrink sleeve manufacturer's recommendation. b) The damaged area shall be covered with a minimum of 50-mm overlap around the damaged area. H. Protection of Buried Metal 1. Coat buried ferrous metal such as bolts and flanges, which cannot be protected with factory or field -applied polyurethane coatings or heat shrink sleeves, with 2 wraps of wax tape and encase in flowable fill. 3.5 REPAIR A. Repair and Field Touchup of Polyurethane Coating I . For repair and field touch-up of polyurethane coating, apply: a. Madison GP H (E) Touchup Polyurethane Coating b. Lifelast Durasheild 210,310 or 310 JARS c. ITW — Futura Coatings Protec H, or d. Coating manufacturer's recommendation Holidays a. Remove all traces of oil, grease, dust, dirt and other debris. b. Roughen area to be patched by sanding with rough grade sandpaper (40 grit). c. Apply a 35 mil coat of repair material described above. d. Work repair material into scratched surface by brushing or rolling in accordance with manufacturer's recommendations. e. Retest for Holiday. Field Cuts or Large Damage a. If in the opinion of the City the polyurethane coating is excessively damaged, the pipe segment will be rejected until the coating system is removed and replaced so that the system is in a like -new condition. b. Remove burrs from field cut ends or handling damage and smooth out edge of polyurethane coating. c. Remove all traces of oil, grease, dust, dirt and other debris. d. Roughen area to be patched with rough grade sandpaper (40 grit). e. Feather edges and include overlap of 2 inches of roughened polyurethane in area to be patched. f. Apply a 35 mil coat of repair material described above, in accordance with manufacturer's recommendations. g. Work repair material into scratched surface by brushing. h. Feather edges of repair material into prepared surface. i. Cover at least 1 inch of roughed area surrounding damage or adjacent to field cut. j. Test repairs for holidays. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 25 BURIED STEEL PIPE AND FITTINGS Page 25 of 27 B. Patch of Cement Mortar Lining 1. Repair cracks larger than 1/16 inch. 2. Pipes with disbonded linings will be rejected. 3. Excessive patching of lining shall not be permitted. 4. Repair in accordance with AWWA C205 and as follows: a. Apply bonding agent to patch area. b. Patching of lining shall be allowed where area to be repaired does not exceed 100 square inches and has no dimension greater than 12 inches. c. In general, there shall be not more than 1 patch in the lining of any joint of pipe. 5. Wherever necessary to patch the pipe, make the patch with the mortar indicated. 6. Do not install patched pipe until the patch has been properly and adequately cured, unless approved by the City. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Tests and Inspections Quality Control of Field Applied Polyurethane Coating a. Surface Preparation 1) Visually inspect surface preparation to ensure cleanliness and dryness requirements have been met. 2) Use Testex tape on at least 1 joint per day to ensure that adequate profile is being achieved. b. Visual 1) Visually inspect cured coating to ensure that the coating is completely cured with no blisters, cracks, pinholes, missed areas, excessive roughness, "sticky" or "gooey" areas. 2) Check to ensure that the coating completely covers the steel and existing coating. c. Thickness 1) Use a magnetic dry film thickness (DFT) gauge on cured coating to ensure adequate thickness has been achieved according to SSPC PA 2. a) If the thickness of the coating is below the minimum specified millage anywhere along the length of the pipe, then adjustments must be made to the spray system to correct the problem. 2) At a minimum, the thickness shall be measured for every 50 square feet of sprayed area. d. Adhesion 1) Perform the following procedure on a minimum of 1 joint per day: a) Select area to test that has cured for at least 1 hour for fast setting coatings. b) Test and repair in accordance with AWWA C222 Dolly Pull -off Test. e. Holiday Testing 1) Holiday testing shall be performed using a high voltage holiday tester at each joint no sooner than 1 hour after field application of polyurethane coating. f. Inspection at Welding Joints CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 26 BURIED STEEL PIPE AND FITTINGS Page 26 of 27 1) When applying the 3 layer joint coating system for post welding the joints, the Contractor must show that his operation will not damage the joint coating system to the Engineer's satisfaction. 2) The Contractor will be required to fully uncover a maximum of 10 joints, selected at random by the Engineer or City to visually inspect and test the joint after welding. 3) Any damage must be repaired. 4) If the Contractor's welding procedure damages the 3 layer joint coating system, the Contractor, at the direction of the Engineer, will be required to modify his welding procedure. 2. Weld Testing a. Dye penetrant tests in accordance with ASTM E165, or magnetic particle test in accordance with AWWA C206 and set forth in AWS D.1.1. shall be performed by the Contractor under the supervision and inspection of the City's Representative or an independent testing laboratory, on all full welded joints. 1) Welds that are defective will be replaced or repaired, whichever is deemed necessary by the Engineer, at the Contractor's expense. 2) If the Contractor disagrees with the Engineer's interpretation of welding tests, test sections may be cut from the joint for physical testing. The Contractor shall bear the expense of repairing the joint, regardless of the results of physical testing. 3) The procedure for repairing the joint shall be approved by the Engineer before proceeding. 3. Deflection Testing a. Prior to hydrostatic testing, the City's inspector shall perform deflection testing at a minimum rate of 1 measurement for every 2,500 linear feet of water line. b. City may reject any areas not meeting the deflection requirements of this Specification. 4. Cleaning and Testing a. Cleaning, disinfection, hydrostatic testing, and bacteriological testing of water mains: 1) Clean, flush, pig, disinfect, hydrostatic test, and bacteriological test the water main as specified in Section 33 04 40. 5. Closed Circuit Television (CCTV) Inspection a. Provide a Post -CCTV Inspection for water lines 24-inch and larger in accordance with Section 33 01 31. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 3311 14 - 27 BURIED STEEL PIPE AND FITTINGS Page 27 of 27 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 2.2.13.4, 5, and 6—Added reference to Section 33 1105 and removed material specification for bolts, nuts, gaskets and flange coating CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part l STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Numtxr: 105068-t Revised December 20, 2012 6KL Z-x SJ K9WA3Vm[d3X KWW WRIVA X0141.ISV'3 H(]IS[4.IXON-kIIOH � nlw I g o .. m� _ Z m h st y x w a if L3 �i 4 LL W LF1 I 1. ']AV PJJSM AV N3�AN N LLF-r�- FI .mv VWNW ' .T t, °Hx '3A.VVNNVN rS-5- VY C \ n& L4L oWW FPS. 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ADDENDUM TO INVITATION TO BILL NO.26-0107 HOLLY-NORTHSIDE CAST IRON WATER MAIN REPLACEMENT — PART 1 WATER DEPARTMENT ADDENDUM NO.3 DATE ISSUED: March 9, 2026 INVITATION TO BID (ITB): 26-0107 BID OPENING DATE: March 12, 2026 ITB No. 26-0107 issued January 28, 2026, is hereby amended as follows: 1. Responses to questions are attached to this addendum as Attachment A. 2. CONTRACT MANUAL a. Refer to Section 00 52 43 Agreement. Modify Paragraph 4.1 "Time of Completion" to read as follows. i. The Work shall be substantially complete within 6-78 790 days and complete for Final Acceptance within 748 850 stays 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. b. Replace the following sections: Replace Specification With Specification 00 42 43 Proposal Form 00 42 43 Proposal Form 3. DRAWINGS a. A full set of revised plans will be uploaded as separate document. The following is a list of sheets that were modified as part of this addendum: Replace Sheet With Street 16 SEGMENT 2A STA 1+00 TO STA 4+00 16 SEGMENT 2A STA 1+00 TO STA 4+00 17 SEGMENT 2A STA 4+00 TO STA 8+00 17 SEGMENT 2A STA 4+00 TO STA 8+00 18 SEGMENT 2A STA 8+00 TO STA 12+00 18 SEGMENT 2A STA 8+00 TO STA 12+00 10 SEGMENT 2A STA 12+00 TO STA 16+00 19 SEGMENT 2A STA 12+00 TO STA 16+00 20 SEGMENT 2A STA 16+00 TO STA 20+00 20 SEGMENT 2A STA 16+00 TO STA 20+00 21 SEGMENT 2A STA 20+00 TO END AND SEGMENT 2A.A 21 SEGMENT 2A STA 20+00 TO END AND SEGMENT 2A.A 1TI3 26-0107 Holly-Northside Cast Iron Water Main Replacement — Part 1 Addendum No. 3, Page 1 of 4 23 SEGMENT 2A.1 STA 4+00 TO STA 8+00 23 SEGMENT 2A.1 STA 4+00 TO STA 8+00 24 SEGMENT 2A.1 STA 8+00 TO STA 12+00 24 SEGMENT 2A.1 STA 8+00 TO STA 12+00 25 SEGMENT 2A.1 STA 12+00 TO STA 16+00 25 SEGMENT 2A.1 STA 12+00 TO STA 16+00 28 SEGMENT 2C STA 1+00 TO 4+00 28 SEGMENT 2C STA 1+00 TO 4+00 29 SEGMENT 2C STA 4+00 TO END 29 SEGMENT 2C STA 4+00 TO END 33 SEGMENT 2F STA 1+00 TO STA 4+50 33 SEGMENT 2F STA 1+00 TO STA 4+50 35 SEGMENT 2F STA 8+00 TO END 35 SEGMENT 2F STA 8+00 TO END 39 SEGMENT 3 STA 8+00 TO STA 12+00 39 SEGMENT 3 STA 8+00 TO STA 12+00 42 SEGMENT 3 STA 19+50 TO STA 23+50 42 SEGMENT 3 STA 19+50 TO STA 23+50 43 SEGMENT 3 STA 23+50 TO STA 28+00 43 SEGMENT 3 STA 23+50 TO STA 28+00 45 SEGMENT 3 STA 31+50 TO STA 35+00 45 SEGMENT 3 STA 31+50 TO STA 35+00 46 SEGMENT 3 STA 35+00 TO STA 39+50 46 SEGMENT 3 STA 35+00 TO STA 39+50 47 SEGMENT 3 STA 39+50 TO STA 43+00 47 SEGMENT 3 STA 39+50 TO STA 43+00 48 SEGMENT 3 STA 43+00 TO STA 47+50 48 SEGMENT 3 STA 43+00 TO STA 47+50 49 SEGMENT 3 STA 47+50 TO STA 50+00 49 SEGMENT 3 STA 47+50 TO STA 50+00 50 SEGMENT 3 STA 50+00 TO END 50 SEGMENT 3 STA 50+00 TO END 51 SEGMENT 3.2 STA 1+00 TO STA 8+00 51 SEGMENT 3.2 STA 1+00 TO STA 8+00 54 SEGMENT 3.2 STA 24+00 TO STA 32+00 54 SEGMENT 3.2 STA 24+00 TO STA 32+00 64 SEGMENT 5 STA 1+00 TO END 64 SEGMENT 5 STA 1+00 TO END 65 SEGMENT 8A STA 1+00 TO STA 4+00 65 SEGMENT 8A STA 1+00 TO STA 4+00 68 SEGMENT 8A STA 12+50 TO STA 16+00 68 SEGMENT 8A STA 12+50 TO STA 16+00 70 SEGMENT 8A STA 20+00 TO STA 24+00 70 SEGMENT 8A STA 20+00 TO STA 24+00 71 SEGMENT 8A STA 24+00 TO STA 28+00 71 SEGMENT 8A STA 24+00 TO STA 28+00 72 SEGMENT 8A STA 28+00 TO STA 32+00 72 SEGMENT 8A STA 28+00 TO STA 32+00 73 SEGMENT 8A STA 32+00 TO STA 36+00 73 SEGMENT 8A STA 32+00 TO STA 36+00 75 SEGMENT 8A STA 40+00 TO STA 44+00 75 SEGMENT 8A STA 40+00 TO STA 44+00 76 SEGMENT 8A STA 44+00 TO STA 48+00 76 SEGMENT 8A STA 44+00 TO STA 48+00 77 SEGMENT 8A STA 48+00 TO STA 52+00 77 SEGMENT 8A STA 48+00 TO STA 52+00 78 SEGMENT 8A STA 52+00 TO STA 56+50 78 SEGMENT 8A STA 52+00 TO STA 56+50 79 SEGMENT 8A STA 56+50 TO END 79 SEGMENT 8A STA 56+50 TO END 114 PAVING DETAILS III 114 PAVING DETAILS III 116 STREET SECTION DETAILS 116 STREET SECTION DETAILS All other terms and conditions remain unchanged. ITB 26-0107 Holly-Northside Cast Iron Water Main Replacement — Part 1 Addendum No. 3, Page 2 of 4 �� - /' 1" TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT ■ l a .... a s ..... ■. a. a a a■ .. a.■ a■ f a■ ■ a■■. a. a.■ a .. a a. a a a a a a ........ 0 a ...... a s ...... 1 By the signature affixed below, Addendum No. 3 is hereby incorporated into and made part of the above referenced Invitation to Bid. COMPANY NAME=. SYB CONSTRUCTION CO., INC SIGNATURE: NOTE: Company name return this form with vot -- RICHARD LOGAN BENNETT, VP nd signature must be the same as on the original Laid documents. Failure to sealed laid may constitute grounds for rejection of your offer. ITB 26-0107 Holly-Northside Cast Iron Water Main Replacement —Part 1 Addendum No. 3, Page 3 of 4 PEE OF q1j *: :*10, i .......................... OF / CLAIRE ANN YANCEY / 0. ••153331••••'��� /'0��`� ��CENS��' oa/o9no:e k? End of Addendum No. 3 ITB 26-0107 Holly-Northside Cast Iron Water Main Replacement — Part 1 Addendum No. 3, Page 4 of 4 CPN 105068-1 Addendum No. 3 Holly-Northside Cast Iron Water Main Replacement — Part 1 Attachment A This document is provided as a supplement to the Holly-Northside Cast Iron Water Main Replacement — Part 1 Contract Documents. Below are responses to questions for clarification that may require additional information and/or are not addressed directly within the contract documents. Q1-1: Is there any AIS requirement on this project? R1-1: The Nuts, Bolts and Washers for the projects are required to meet AIS requirements Q1-2: The response on Addendum 2 *(1-8) notes they are to be at every valve and connection. Addendum #2 states there are seven Wye's required. This number is fewer than the Valves and connections for 24" pipe. I count nine 24" Gate valves on the drawings, there are also connections (count not yet identified). The bid form notes 10 24" Gate Valves. R1-2: Valve quantity adjusted in bid form. The anticipated cleaning wyes were issued in Addendum 2. If additional wyes are anticipated for specific contractor means and methods, they may be used. All wyes are subsidiary to the price bid. Q 1-3: The only bid items for the concrete pavement repairs are 7" Conc. Pvmt with 6" Lime Subgrade treatment. Some of the areas to be replaced are not large enough to lime stabilize. There needs to be items for Concrete Pavement Repair (Residential) and Concrete Pavement Repair (Arterial) for the sections too small for the equipment needed to perform lime stabilization. R1-3: Bid proposal revised in Addendum 3. Q1-4: Some of the streets indicate full width concrete replacement and some show half width replacement. I assume it is the intent to remove and replace the paving to the back of curb. If it is the intent to install this paving with a paving machine then a portion of the driveway and any sidewalk along the back of curb will also have to be removed and replaced to allow for machine placement. I do not think you have enough driveway quantity in the job to replace the driveways. If you do not remove the driveways then the paving will all have to be hand placed. Please clarify the limits of the pavement removal and replacement and if the city is going to want this pavement installed by machine placement. In order to use a machine we will need to go a minimum of V behind the curb and the replacement will have to be a constant width. R1-4: Bid proposal revised in Addendum 3. Curb replacement for concrete streets is subsidiary to concrete repair (monolithic). Q1-5: One section of NW 23rd is shown to receive Asphalt Pavement Repair, please identify the scope of work associated with this replacement. Is this the limits of the milling and overlay section because I do not see it identified anywhere on the plans. R1-5: Mill and overlay section on NW 23rd is from east side of Lee Ave intersection to west side of Ross Ave intersection. Approximate stations are 34+00 to 38+17 and indicated by diagonal hatches. Q1-6: Please consider adding an item for HMAC transitions for the areas behind the valley gutters, as shown on sheet 56 to receive a POL treatment. These sections are too small for the POL operation. R1-6: Bid proposal revised in Addendum 3. Q 1-7: Please clarify the limits of pay for a speed cushions and provide a detail for the TL Standard. These have recently been the pre -molded products and one speed cushions will consist of CPN 105068-1 Addendum No. 3 Holly-Northside Cast Iron Water Main Replacement — Part 1 Attachment A multiple (typically at least 3) pads depending on the roadway width. Are these pad by number of individual pads required on as one unit at each location? R1-7: Pay item revised in bid form to clarify item will be paid per each rubber cushion. Notes revised in plans to specify manufacturer and size. Q1-8: The details on Sheet 114 are confusing. The details indicate "Existing Street - Adjacent to Pavement Improvements" to receive a 9" HMAC transition subsidiary to the curb and gutter and another detail "Existing Street" with a 24" minimum HMAC transition but does not state if it is a pay item or subsidiary. Both details show the existing pavement to receive POL/Reconst. Please clarify when to use the different transition widths and if the 24" width will be paid. R1-8: The contractor shall install a 9 inch wide HMAC transition where a POL or full reconstruction is proposed. This 9 inch HMAC transition shall be considered subsidiary to the curb and gutter. Where the existing pavement is to remain and no POL or reconstruction is proposed, the contractor shall install a 24 inch wide HMAC transition. The 24 inch HMAC transition shall be paid for under a separate bid item. Q1-9. Typically the curb and gutter replacement for these type of repairs has required/allowed the use of 5" of CTB under the curb and gutter. The details on sheet 114 just state 6" base course. Will the city accept 6" of Crushed Stone Base or do they want the 5" of CTB as in the past? R1-9: 5" of CTB shall be required. Q1-10: The details on sheets 115 & 116 seem to indicate a contraction joint design for the pavement replacement. I am not sure the city wants to install contraction joints, especially in the half width areas. We do not know if the existing paving was constructed with contraction joints and even it was there is no way of knowing where the contraction joints were installed in the pavement we are connecting to. This could create stresses in the concrete paving and result in abnormal cracking. Please clarify is the city wants contraction joints installed. R1-10: If a contraction (smooth dowels...) or expansion joint (red wood) is removed, it must be replaced. Concrete panels/slabs identified for repair must be fully removed and replaced, partial slab repairs are not allowed. Per City spec, contraction joints need to be installed at a maximum spacing of 30 ft, with one dummy joint at the midpoint between contraction joints. Expansion joints are required at a maximum spacing of 300 ft. Q1-11: Several of the individual details on sheet 115 reads #3 @ 18" (11 " for residential). All the pavement replacement is shown to be 7" what does the 11 " mean? R1-11: 11" refers to the rebar spacing for residential streets and 18" for non-residential. Q1-12: All the manholes and water valves within the POL / MOL streets will have to be adjusted to finished grade and a concrete collar installed upon completion of the asphalt paving. I do not see pay items for these. Will these be paid or considered subsidiary? R1-12: Quantities for existing storm/water/sewer adjustments are included in the revised bid form. New valve and manhole adjustments are considered subsidiary. Q1-13: There is 272 SY of Concrete Pavement Repair shown on plan sheet 64. This is a head in parking area along Joe T. Garcias. This is one of the areas you will not be able to lime stabilize and it seems like this should be paid as a driveway replacement. R1-13: Revised to concrete driveway repair. Q1-14: Specifically on the concrete streets that need to be repaved, it will be necessary to remove and replace all driveway approach to allow for paving forms and machine clearance. It does not CPN 105068-1 Addendum No. 3 Holly-Northside Cast Iron Water Main Replacement — Part 1 Attachment A appear that the plans or bid quantities have this accounted for. Can you confirm that the removal and replacement of the driveway will be paid be for using bid items 85 & 86? R1-14: Driveway approaches adjacent to concrete street repairs shall be replaced. Bid proposal revised in Addendum 3. Q1-15: Part 2-2.2.B.3.b.1- Request an alternate on the use of silica sand using Natural sand. which is permitted under AWWA C205 and complies with AS TM C33 standards. R1-15: Silica sand must be used in accordance with City standards. 004243 BID PROPOSAL Paac 1 ot4 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Protect Item Information Bidder's Pro}xisal Unit I -Water Improvements Bidlist Item No. Descrilrtion Specification Section No. Unit of Mcmune Bid Quantity Unit Price BidValue IA* 3311.0851 36" DIP Water 33 11 10 LF 5,600 _ 1B* 3311.0861 36" Steel AWWA C200 Water Pie 33 1114 LF 5,600 IC* 3311.0871 36" Concrete AWWA C303 Water Pipe 33 1113 LF 5,600 2A* 3311.0857 36" DIP Water, CLSM Backfill 33 1110 1 IF 40 2B* 3311.0867 36" Steel AWWA C200 Water Pie CLSM Backfill 33 11 14 IF 40 2C* 3311.0877 36" Concrete AWWA C303 Water Pipe,CLSM Backfill 33 1 113 IF 40 3A* 3311.0751 30" DIP Water 33 11 10 LF 4 924 3B* 3311.0761 30" Steel AWWA C200 Water Pie 33 11 14 LF 4,924 3C* 3311.0771 30" Concrete AWWA C303 Water Pipe 33 11 13 LF 4 924 4A* 3311.0757 30" DIP Water CLSM Backfill 33 11 10 LF 20 4B* 3311.0767 30" Steel AWWA C200 Water Pie CLSM Backfill 33 1114 LF 20 4C* 3311.0777 30" Concrete AWWA C303 Water Pipe, CLSM Backfill 33 11 13 LF 20 5A* 3311.0651 24" DIP Water 33 11 10 LF 4,060 5B* 3311.0671 2411 Steel AWWA C200 Water Pie 33 1114 LF 4,060 5C* 3311.0681 24" Concrete AWWA C303 Water Pipe 33 11 13 LF 4,060 6A* 3311.0657 24" DIP Water CLSM Backfill 331110 LF 10 6B* 3311.0677 24" Steel AWWA C200 Water Pie CLSM Backfill 33 It 14 LF 10 6C* 3311.0687 24" Concrete AWWA C303 Water Pipe, CLSM Backfill 33 11 13 LF 10 7A* 3311.0001 Ductile Iron Water Fittin w/ Restraint 33 11 11 LS I 7B* 3311.0011 Steel Fittings 33 I 1 14 LS 1 7C* 3311.0021 C303 Fittings 33 11 13 IS 1 • Contractor to provide Unit Price / Bid Value for only one of the pipe material alternatives for Items 1 through 6 DO NOT PROVIDE UNIT PRICE / BID VALUE FOR EACH ALTERNATIVE 8 3311.0541 16" Water Pipe, DIP 3311 10, 33 1112 LF 1,290 9 3311.0547 16" Water Pipe, DIP, CLSM Backfill 3311 10, 33 1112 LF 20 10 3305.2009 36" Water Carrier Pipe 33 05 24 LF 290 11 3305.2008 30" Water Carrier Pie 33 05 24 LF 80 12 3305.2007 24" Water Carrier Pie 33 05 24 LF 120 13 3305.2005 16" Water Carrier Pie 33 05 24 LF 20 14 3305.2004 12" Water Carrier Pie 33 05 24 LI, 110 15 3305.2002 8" Water Carrier Pipe 33 05 24 LF 90 16 3305.1007 42" Casing By Open Cut 33 05 22 LF 130 17 3305.1107 42" Casing By Other Than Open Cut 33 05 22 LF 340 18 3305.1106 36" Casing By Other Than Open Cut 33 05 22 LF 30 19 3305.1104 24" Casing Other Than Open Cut 33 05 22 I.F. 130 20 3305.1102 16" Casing By Other Than Open Cut 33 05 22 LF 90 21 3311.0161 6" PVC Water Pie 33 11 12 LF 120 22 3311.0461 12"PVC Water Pipe 33 1112 LF 3,000 23 3311.0467 12" PVC Water Pipe, CLSM Backfill 33 11 12 LF 20 24 3311.0261 8" PVC Water Pipe 33 11 12 LF 4,560 25 3311.0251 8" DIP Water 3311 12 LF 30 26 3311.0751 30" DIP Water 33 11 10 LF 36 27 3311.0001 Ductile Iron Water Fittings w Restraint for smaller diameter PVC water lines 33 11 11 TOT 5 28 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 25 29 3312.0106 Connection to Existing 16" Water Main 33 1225 EA 2 _ 30 3312.0107 Connection to Existing 20" Water Main 33 1225 EA 4 31 3312.0108 Connection to Existing 24" Water Main 33 1225 EA 11 32 3312.0110 Connection to Existing 36" Water Main 33 1225 EA 2 33 3312.0113 Connection to Existing 54" Water Main 33 1225 EA 1 34 9999.0001 8" Ring Connection EA 2 35 9999.0002 10" Rinst Connection EA 1 36 9999.0003 12" Ring Connection EA 1 37 3312.2001 1" Water Service Meter Reconnection 33 12 10 EA 207 38 3312.2003 1" Water Service 33 12 10 EA 207 39 3312.2201 2" Water Service Meter Reconnection 33 12 10 EA 2 40 3312.2203 2" Water Service 33 12 10 EA 2 41 3312.3002 6" Gate Valve 33 12 20 EA 12 42 3312.3003 8" Gate Valve 33 12 20 EA 14 43 3312.3005 12" Gate Valve 33 1220 EA 8 CrrY OF FORT WOItTIi STANDARD CONSMLCDON SPECIFICATION DOCUMENTS Rcvbed 911912025 00 4100 Did P,opoaal W.,kbook - Addcnd- I 1,11u11y.Nartheide Cart I- Watu Mai. Replaennenb Pan 1 City Pr jvet N,.nber 10506a•I 00 42 41 BID PROPOSAL Page 2 of. SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Prgicct Item Information Bidder's Proposal Unit l - Water Improvements Bidlist Item No. Description Specification Section No. Unit of Mcmum Bid Quantity Unit Prue Bid Valuc 44 3312.3006 16" Gate Valve w/ Vault 33 1220 EA 4 45 3312.3008 24" Gate Valve w/ Vault 33 1220 EA 9 46 9999.0004 30" AW WA Butterfly Valve w/ Vault 33 12 21 EA 4 47 3312.5000 36" AWWA Butterfly Valve, w/ Vault 33 1221 1 EA 4 48 3312.1002 4" Combination Air Valve Assembly for Water 33 1230 EA 3 49 3312.1003 6" Combination Air Valve Assembly for Water 33 1230 EA 1 50 3312.6001 8" Blow Off Valve 33 1260 EA 2 51 3312.4005 8" It $"Tapping Sleeve & Valve 33 1225 EA 1 52 0241.1510 Salvage Fire Hydrant 0241 14 EA 10 53 3312.0001 Fire Hydrant 33 1240 EA 12 54 3304.0101 Temporary Water Services 33 04 30 LS 1 55 0241.1001 Water Line Grouting 0241 14 CY 50 56 3305.0206 Imported Embedment/Backfill, Acceptable Backfill 3305 10 CY 300 57 3305.0203 Imported Embedment/Backfill CLSM 3305 10 CY 300 58 0241.1510 4"-12" Water Abandonment Plug 0241 14 EA 3 59 0241.1208 20" Water Abandonment Plult 0241 14 EA 2 60 0241.1209 24" Water Abandonment Plug 0241 14 EA 2 61 0241.1354 Salvage 24" Water Valve and Remove Water Vault 0241 14 EA 14 62 0241.1353 Salvage 20" Water Valve and Remove Water Vault 0241 14 EA 4 63 0241.1352 Salvage 18" Water Valve and Remove Water Vault 0241 14 EA 4 64 0241.1305 Remove and Salva a 12" Water Valve 0241 14 EA 3 65 0241.1304 Remove and Salvage 10" Water Valve 0241 14 EA 4 66 0241.1303 Remove and Salvage 8" Water Valve 0241 14 EA 5 67 0241.1302 Remove and Salvage 6" Water Valve 0241 14 EA 15 68 0241.1301 Remove and Salvage 4" Water Valve 0241 14 EA 1 69 3305.0111 Valve Box Ad'ustment w/concrete Collar 33 05 14 EA 18 70 3201.0111 4' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 641 71 3201.0112 S Wide Asphalt Pvmt Repair, Residential 3201 17 LF 355 72 3201.0122 5' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 107 73 3201.0113 6' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 420 74 3201.0400 Temporary Asphalt Paving Repair 2" HMAC on 6" Flexible Base 3201 18 IF 21,845 75 00241.1700 1 V Pavement Pulverization 0241 15 SY 23,590 76 3211.0601 8" CEMLIMET"' 32 LBSJSY. 321133 TN 390 77 3212.0301 2" Asphalt Pvmt Type D G-D 32 12 16 SY 24 885 78 0241.1506 2" Surface Millinr 0241 15 SY 1 295 79 3212.0401 HMAC Transition 24 32 12 16 TN 25 80 3201.0201 Asphalt Pvmt Repair Beyond Defined Width Residential 3201 17 SY 500 81 3201.0202 Asphalt Pvmt Repair Beyond Defined Width, Arterial 3201 17 SY 500 82 0241.1000 Remove Cone Pvmt 0241 15 SY 24,739 83 3213.0102 7" Conc Pvmt 32 13 13 SY 24,739 84 3211.0400 Hydrated Lime 32 11 29 TN 350 _ _ 85 3211.0502 8" lame Treatment 32 11 29 SY 25,950 86 3201.0614 Conc Pvmt Repair, Residential 32 01 29 SY 200 87 3201.0616 Conc Pvmt Repair, Arterial/industrial 32 01 29 SY 200 88 0241.1400 Remove Existing Concrete Valley Gutter 0241 13 SY 100 89 3216.0301 7" Conc Valley Gutter, Residential 32 1613 SY 100 90 3216.0101 6" Conc Curb and Gutter 321613 LF 350 91 0241.0401 Remove Concrete Driveway 0241 13 SF 18,000 92 3213.0401 6" Concrete Driveway 32 13 20 SF 18,000 93 3213.0402 7" Concrete Driveway 32 1320 SF 2,450 94 0241.0100 Remove Concrete Sidewalk 0241 13 SF 3,000 95 3213.0303 6" Conc Sidewalk 321320 SF 3,000. 96 3214.0200 Historical Brick Pvmt Repair 321416 SY 93 97 0241.1200 Remove and Salvage Brick Pvmt 0241 15 SY 93 98 0241.1800 Remove Speed Cushion 0241 15 EA 5 99 9999.0005 Speed Cushion - TL Standard EA 15 100 3217.2002 Raised Marker TY Y 32 17 23 EA 260 101 3217.2001 Raised Marker TY W 32 17 23 EA 520 102 0241.0550 Remove Guardrail 02 41 13 LF 50 103 9999.0006 Replace Existing Guardrail LF 1 50 104 3213.0506 Barrier Free Ram , Type P-1 32 13 20 EA 5 CrtY OF FORT WORTH STANDARD CONSMLCDON SPECIFICATION DOCUMENTS R�'ued 911912025 00 4100 aid Ptvp.al W atkbo"k - Addcnd,- H.I1y.Nauhride Cart I- Wa Mai. RePleenne.b Pen 1 City Pt jK t N-ber IOAMa•I 004241 BID PROPOSAL rage; o1-4 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Proicct Itcm Information Bidder's Proposal Unit I - Water Improvements Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Prioe Bid Value 105 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 10 106 3217.0101 6" SID Pvmm Markin HAS 321723 LF 900 107 3217.0201 8" SLD Pvmt Markin HAS 32 17 23 LF 120 108 3217.0502 Preformed Thermoplastic Contrast Markin - 24" Crosswalk 321723 LF 40 _ ;50,000.00 109 3217.0504 Preformed Thermoplastic Contrast Markin - 24" Stop Bars 32 1723 LF 80 110 32 17.1004 Lane Legend Only 32 17 23 EA 2 111 3217.2103 REFL Raised Marker TY H-A-A 32 17 23 EA 15 112 3217.2104 REFL Raised Marker TY II-C-R 321723 EA 15 113 3217.5001 Painting Club Addresses 32 1723 EA 209 114 3291.0100 Topsoil 3291 19 CY 100 115 3292.0100 Block Sod Replacement 32 92 13 SY 100 116 9999.0007 Miscellaneous Irrigation Adjustment Allowance LS 1 000a00 117 3471.0001 Traffic Control 3471 13 MO 28 118 3471.0002 Portable Message Sign 3471 13 WK 121 119 3125.0101 SWPPP >_ 1 acre 31 25 00 LS 1 _ $50,000.00 120 3292.0101 Utility Service Surface Restoration Soddinx 32 92 13 SY 206 $50,000.00 121 0171.0102 As -Built Survey 3301.0002 Post -CCTV Inspection 36" Water Line 017123 LS 1 122 33 01 31 LF 5,930 123 9999.0009 Cathodic Protection Design 330412 LS 1 124 3304.0002 Cathodic Protection 33 04 12 LS l 125 3305.0109 Trench Safety3305 10 LF 23,800 126 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 11 127 3305.0110 Utility Markers 33 05 26 LS 1 128 10171.0101 Construction Stakinit 1 01 71 23 1 IS 1 129 9999.0010 Utility Adjustment LS 1 130 19999.0011 Water Construction Allowance LS $200,000.00 $200 000.00 Sub -Total Unit 1 $300 000.00 Cr1Y OF FORT WORTH STANDARD CONSMI:CtION SPECIFICATION DOCUMENTS R�6.d 911912025 00 4100 Did N pml W.rkbadc - Addcnd— H.11y.Narheide Cart Iran Water Mai. Repleenne.b Pen 1 City Pt jK t N,.nber 10506N•I SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders P.p—1 Unit 2 - Sanitary Sewer Improvements Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 1 3331.4115 8" Sewer Pipe 3311 10, 33 31 12, 333120 LF 190 2 3305.1102 16" Casing By Other Than Open Cut 33 05 22 LF 20 3 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 1 4 3339.1002 4' Drop Manhole 33 39 10, 33 39 20 EA 1 5 3339.1003 4' Extra Depth Manhole 333910. 33 39 20 VF 6 6 3305.0112 Concrete Collar for Manhole 33 05 17 EA 2 7 3339.0001 Epoxy Manhole Liner 33 39 60 VF 9 8 0241.2201 Remove 4' Sewer Manhole 02 41 14 EA 3 9 3201.0400 Temporary Asphalt Paving Repair 3201 18 EA 170 10 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 170 11 0241.2103 8" Sewer Abandonment Plug on N Commerce St 0241 14 EA 1 12 0241.2013 Remove 8" Sewer Line on N Commerce St. 02 41 14 LF 18 13 0171.0101 Construction Staking 017123 LS 1 14 0171.0102 As -Built Survey 01 71 23 LS 1 15 3303.0001 Bypass Pumping 33 05 10 LS 1 16 3305.0109 Trench Safety 33 03 10 1 LF 170 17 3305.0114 Manhole Adjustment, Major w/ Cone, Frame, and Cover for Sewer and Storm 33 05 14 EA 21 18 3301.0001 Pre -CCTV Inspection 33 01 31 LF 190 19 3301.0002 Post -CCTV Inspection 33 01 31 1 LF 190 20 19999.0001 Sanitary Sewer Construction Allowance LS 1 .000A0 $30.000.00 Selt~Teld Unk2 Bid Summaries Sub -Total. Unit 1 - Water Improvements $ Sub -Total. Unit 2 - Sanitary Sewer tmprovements $ — Total Btd END OF SECTION MY OF PORT WORTH W 41 W Bed 14opoW woAbaok-Addendum 3�1a STANDARD CONSTRucn0N SPECnTCATION DOCUMENTS Ho11y-14atbudc Caa Iran Watt Mun Rspl—u P- 1 Raviod 9(19aO25 C. Pmj- Tamber 10506FW FORTWORTH. ADDENDUM TO INVITATION TO BID NO. 26-0107 HOLLY-NORTHS'IDE CAST IRON WATER MAIN REPLACEMENT — PART 1 WATER DEPARTMENT ADDENDUM NO. 4 INVITATION TO BID (ITB): 26-0107 BID OPENING DATE: March 12, 2026 DATE ISSUED: March 101 2026 ITB No. 26-0107 issued January 28, 2026, is hereby amended as follows: 1. CONTRACT MANUAL a. Replace the following sections: Replace Specification With Specification 00 42 43 Proposal Form 00 42 43 Proposal Form All other terms and conditions remain unchanged. T ] AOLOLA� P.E. AS�ANT DIRECTOR, WATER DEPARTMENT ■■rrrrrrrr ur a r■rrrrrrrrrrrrrrrrarr■rrrarrrrrrrrrrrrrrrr■rrrrrrrrrrrrarrrau r By the signature affixed below, Addendum No. 4 is hereby incorporated into and made part of the above referenced Invitation to Bid. COMPANY NAME: SYB CONSTRUCTION CO., INC SIGNATURE: l ( � _--- RICHARD LOGAN BENNETT, VP NOTE: Company name an signature must be the same as on the original bid documents. Failure to return this form with your sealed bid may constitute grounds for rejection of your offer. OF Tic§4 AMf�Nd)A ......... I ...,13170 tom .r, o , .,cENSE:. * 1�1 `1ON wE�` r a31to1� FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 End of Addendum No. 4 ITB 26-0107 Holly-Northside Cast Iron Water Main Replacement — Part 1 Addendum No. 4, Page 1 of 1 11:i) 1'F:�:•f'��. 11 e _I. ASECTION 00 42 43 PROPOSALfORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Unit 1 - Water Improvements Bidlist Item No. Description Specification Section No. Unit of Mcasurc Bid Quantity Unit Price Bid Value Lks 3311.0851 36" DIP Water 33 11 10 LF 5,600 _ 1B' 3311.0861 36" Steel AWWA C200 Water Pipe 3311 14 LF 5,600 IC* 3311.0871 36" Concrete AWWA C303 Water Pipe 3311 13 LF 5,600 2A' 3311.0857 36" DIP Water CLSM Backfill 3311 10 LF 40 2B' 3311.0867 36" Steel AWWA C200 Water Pipe, CISM Backfill 3311 14 LF 40 2Ca 3311.0877 36" Concrete AWWA C303 Water Pipe, CLSM Backfill 3311 13 LF 40 3A' 3311.0751 30" DIP Water 3311 10 LF 4,924 3B' 3311.0761 30" Steel AWWA C200 Water Pipe 33 11 14 LF 4,924 3C' 3311.0771 30" Concrete AWWA C303 Water Pipe 3311 13 LF 4,924 4Aa 3311.0757 30" DIP Water CLSM Backfill 3311 10 LF 20 4B' 3311.0767 30" Steel AWWA C200 Water Pipe, CLSM Backfill 33 11 14 LF 20 4C' 3311.0777 30" Concrete AWWA C303 Water Pipe, CLSM Backfill 331 13 1 LF 20 5A' 3311.0651 24" DIP Water 331 10 LF 4,060 5B' 3311.0671 24" Steel AWWA C200 Water Pipe 3311 14 LF 4,060 5C" 3311.0681 24" Concrete AWWA C303 Water Pipe 33 11 13 LF 4,060 6A' 3311.0657 24" DIP Water CLSM Backfill 3311 10 LF 10 6Ba 3311.0677 24" Steel AWWA C200 Water Pipe. CLSM Backfill 33 11 14 IF 10 6C* 3311.0687 24" Concrete AWWA C303 Water Pipe,CLSM Backfill 3311 13 IF 10 7A' 13311.0001 Ductile Iron Water Fittin w/ Restraint 33 I 1 11 LS 1 7B' 13311.0011 Steel Fittings 3311 14 IS 1 7C' 13311.0021 C303 Fittings 1 3311 13 IS 1 " Contractor to provide Unit Price / Bid Value for only one of the pipe material alternatives for Items 1 through 6 DO NOT PROVIDE UNIT PRICE / BID VALUE FOR EACH ALTERNATIVE 8 3311.0541 16" Water Pipe, DIP 33 11 10, 3311 12 LF 1,290 9 3311.0547 16" Water Pipe, DIP, CLSM Backfill 33 11 10, 33 11 12 LF 20 10 3305.2009 36" Water Carrier Pi 33 05 24 LF 290 11 3305.2008 30" Water Carrier Pi 33 05 24 LF 80 12 3305.2007 24" Water Carrier Pipe 33 05 24 LF 120 13 3305.2005 16" Water Carrier Pipe 33 05 24 LF 1 20 14 3305.2004 12" Water Carrier Pipe 33 05 24 LF 1 110 15 3305.2002 8" Water Carrier Pie 33 05 24 LF 90 16 3305.1007 42" Casinst By Open Cut 33 05 22 LF 130 17 3305.1107 42" Casinst By Other Than Open Cut 33 05 22 LF 340 18 3305.1106 36" Casing By Other Than Open Cut 330522 LF 30 19 3305.1104 24" Casing By Other Than Open Cut 33 05 22 LF 130 20 3305.1102 16" Casing By Other Than Open Cut 33 05 22 IF 90 21 3311.0161 6" PVC Water Pipe 3311 12 LF 120 22 3311.0461 12" PVC Water Pipe 33 1112 LF 3 000 23 3311.0467 12" PVC Water Pie CLSM Backfill 33 1112 LF 20 24 3311.0261 8" PVC Water Pipe 33 1112 LF 4,560 25 3311.0251 8" DIP Water 33 11 12 LF 30 26 3311.0751 30" DIP Water 3311 10 LF 36 27 3311.0001 Ductile Iron Water Fittings w Restraint for smaller diameter PVC water lines 33 11 11 TON 5 28 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 25 29 3312.0106 Connection to Existing 16" Water Main 33 1225 EA 2 30 3312.0107 Connection to Existing 20" Water Main 33 12 25 EA 4 31 3312.0108 Connection to Existing 24" Water Main 33 12 25 1 EA 11 32 3312.0110 Connection to Existing 36" Water Main 33 12 25 lA 2 33 3312.0113 Connection to Existing 54" Water Main 33 12 25 EA 1 34 9999.0001 8" Ring Connection EA 2 35 9999.0002 10" Ring Connection EA 1 36 9999.0003 12" Ring Connection EA 1 37 3312.2001 1" Water Service Meter Reconnection 33 12 10 EA 207 38 3312.2003 1" Water Service 3312 10 EA 207 39 3312.2201 2" Water Service Meter Reconnection 3312 10 EA 2 40 3312.2203 2" Water Service 33 12 10 EA 2 41 3312.3002 6" Gate Valve 33 1220 EA 12 42 3312.3003 8" Gate Valve 33 12 20 EA 14 43 3312.3005 12" Gate Valve 33 12 20 EA 8 44 3312.3006 16" Gate Valve w/ Vault 1 33 12 20 EA 4 45 3312.3008 24" Gate Valve w/ Vault 33 12 20 EA 9 46 9999.0004 30" AWWA Butterfly Valve w/ Vault 1 33 12 21 EA 4 CRY OF FORT WORTH STANDARD CONSTRUCTION SPP.0 EFICATIDN DOCUMENTS Raviaed 9/1913025 00 4100 Bid PFopaad WwYaook-Add.W- 4-a1u Holly-.aluida Caa h- W'aaer Main Repla-,, Pan I Cay FFopn Nortbc, 105069.1 11:i) 1'F:�:•f'��. 11 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Infornnion Bidders Proposal Unit 1 - Water Improvements Bidlist Item No. Description Specification Section No. Unit of Mewurc Bid Quantity Unit Price Bid Value _ 47 3312.5000 36" AW WA Butterfly Valve w/ Vault 33 12 21 EA 4 48 3312.1002 4" Combination Air Valve Assembly for Water 33 12 30 EA 3 49 3312.1003 6" Combination Air Valve Assembly for Water 33 1230 EA 1 50 3312.6001 8" Blow Off Valve 33 12 60 EA 2 51 3312.4005 8" x 8" Tapping Sleeve & Valve 33 12 25 EA 1 52 0241.1510 Salvage Fire Hydrant 0241 14 EA 10 53 3312.0001 Fire Hydrant 33 12 40 EA 12 54 3304.0101 Temporary Water Services 33 04 30 IS 1 55 0241.1001 Water Line Groutinx 0241 14 CY 50 56 3305.0206 Imported Embedment/Backfill, Acceptable Backfill 3305 10 CY 300 57 3305.0203 Imported Embedment/Backfill CLSM 33 05 10 CY 300 58 0241.1510 4"-12" Water Abandonment Plug 0241 1 1 EA 3 59 0241.1208 20" Water Abandonment Plug 0241 14 EA 2 60 0241.1209 24" Water Abandonment Plug 0241 14 EA 2 61 0241.1354 Salvage 24" Water Valve and Remove Water Vault 0241 14 EA 14 62 0241.1353 Salvage 20" Water Valve and Remove Water Vault 0241 14 EA 4 63 0241.1352 Salvage 18" Water Valve and Remove Water Vault 0241 14 EA 4 _ _ _ _ _ 64 0241.1305 Remove and Salvage 12" Water Valve 0241 14 EA 3 65 0241.1304 Remove and Salvage 10" Water Valve 0241 14 EA 4 66 0241.1303 Remove and Salvage 8" Water Valve 0241 14 EA 5 67 0241.1302 Remove and Salvage 6" Water Valve 0241 14 EA 15 68 0241.1301 Remove and Salvage 4" Water Valve 0241 14 EA 1 69 3305.0111 Valve Box Adiustment 3305 14 EA 18 70 3201.0111 4' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 641 71 3201.0112 5' Wide Asphalt Pvmt Repair. Residential 3201 17 LF 355 72 3201.0122 5' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 107 73 3201.0113 6' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 420 74 3201.0400 Temporary halt Paving Repair 2" HMAC on 6" Flexible Base 3201 18 LF 21.845 75 00241.1700 11" Pavement Pulverization 0241 15 SY 23,590 76 3211.0601 8" CEMLIME m 32 LBSJSY. 32 11 33 TN 390 77 3212.0301 3" Asphalt Pvmt Type D D 32 12 16 SY 23.590 78 0241.1506 2" Surface Milling 0241 15 SY 1,295 79 3212.0301 2" Asphalt Pvmt Type D D 32 12 16 SY 1,295 80 3212.0401 HMAC Transition 24" 32 12 16 TN 25 81 3201.0201 Asphalt Pvmt Repair Beyond Defined Width Residential 3201 17 SY 500 82 3201.0202 Asphalt Pvmt Repair Beyond Defined Width Arterial 3201 17 SY 500 83 0241.1000 Remove Conc Pvmt 0241 15 SY 24,739 84 3213.0102 7" Conc Pvmt 3213 13 SY 24,739 85 3211.0400 Hydrated Lime 32 11 29 TN 350 86 3211.0502 8" Lime Treatment 32 11 29 SY 25,950 _ 87 3201.0614 Conc Pvmt Repair, Residential 32 01 29 SY 200 88 3201.0616 Conc Pvmt Repair, Arterial/Industrial 32 01 29 SY 200 89 0241.1400 Remove Existing Concrete Valley Gutter 0241 13 SY 100 90 3216.0301 7" Conc Valley Gutter Residential 32 16 13 SY 100 91 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 350 92 0241.0401 Remove Concrete Driveway 0241 13 SF 18 000 93 3213.0401 6" Concrete Driveway 32 13 20 SF 18,000 94 3213.0402 7" Concrete Driveway 32 13 20 SF 2,450 95 0241.0100 Remove Concrete Sidewalk 0241 13 SF 3,000 96 3213.0303 6" Cone Sidewalk 32 13 20 SF 3,000 97 3214.0200 Historical Brick Pvmt Repair 32 14 16 SY 93 98 0241.1200 Remove and Salvage Brick Pvmt 0241 15 SY 93 99 0241.1800 Remove Speed Cushion 0241 15 EA 5 100 9999.0005 Speed Cushion - TL Standard EA 15 101 3217.2002 Raised Marker TY Y 32 17 23 EA 260 102 3217.2001 Raised Marker TY W 32 17 23 EA 520 103 0241.0550 Remove Guardrail 0241 13 LF 50 104 9999.0006 Replace Existing Guardrail LF 50 105 3213.0506 Barrier Free Ramp, Type P-I 32 13 20 EA 5 106 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 10 107 3217.0101 6" SLD Pvmnt Markin IIAS 32 17 23 LF 900 108 3217.0201 8" SLD Pvmt Markin HAS 32 17 23 LF 120 109 3217.0502 Preformed Thermoplastic Contrast Markings - 24" Crosswalk 32 1723 LF 40 110 3217.0504 Preformed Thermoplastic Contrast Markings - 24" Stop Bars 32 17 23 LF 80 111 32 17.1004 Lane Legend Only3217 23 EA 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPP.0 OCATIDN DOCUMENTS Raviaed 9/1913025 00 4100 Bid Paapaad W.kboo4-Add.W- 4-a1u Holy-lonhaide Caa I1m W'aaer Main Replaeaxnu Pan I Chy FF"pn Nortbc, 105069.1 11:i) 1'F:�:•f'��. 11 e _I SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Unit 1 - Water Improvements Bidlist Item No. Dcscription Spcoficalion Sccuon No. 32 17 23 Unit of Measure EA Bid 15 Unit Price Bid Value _ _ 112 3217.2103 REFL Raised Marker TY II -A -A 113 32171104 REFL Raised Marker TY II-C-R 32 17 23 EA 15 114 3217.5001 Paintinig Curb Addresses 32 17 23 EA 209 115 3291.0100 Topsoil 3291 19 CY 100 116 3292.0100 Block Sod Replacement 32 92 13 SY 100 117 9999.0007 Miscellaneous Irrigation Adjustment Allowance IS 1 IN,000.00 $60 000.00 118 3471.0001 Traffic Control 3471 13 MO 28 119 3471.0002 Portable Message Sign 3471 13 WK 121 120 3125.0101 SWPPP ? I acre 31 25 00 IS 1 121 3292.0101 Utility Service Surface Restoration Sodding 32 92 13 SY 206 122 0171.0102 As -Built Survey 3301.0002 Post-CCIV Inspection 36" Water Line 01 71 23 IS 1 123 33 01 31 LF 5.930 124 9999.0009 Cathodic Protection Design 3730412 LS 1 125 3304.0002 Cathodic Protection 33 04 12 LS 1 126 3305.0109 Trench Safety 3305 10 LF 23,900 127 3305.0103 Exploratory Excavation of Existinx Utilities 33 05 30 EA I 1 $50,000.00 $200,000.00 _ _ $50.000.00 $200.000.00 128 3305.0110 Utility Markers 33 05 26 IS 1 129 0171.0101 Construction Staking 01 71 23 LS 1 130 9999.0010 Utility Adjustment LS 1 131 19999.0011 Water Construction Allowance LS 1 Sub-Iotal L'nit 1 - CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC OCATIDN DOCUMENTS Raviaed 9/191025 00 4100 Bid PFopaad W.kboo4-Add.W— 4-a1u Holy-lonhaida Caa I1m W... Main Rapla— Pan I Chy FFopn Nortbcr 105069.1 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information it, 1111IT'=. •-or, I.;, Unit 2 - Sanitary ewer Improvements Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 1 3331.4115 8" Sewer Pipe 3311 10, 3331 12, 33 31 20 LF 190 2 3305.1102 16" Casing By Other Than Open Cut 33 05 22 LF 20 3 3339.1001 4' Manhole 33 39 10, 33 39 20 EA I 4 3339.1002 4' Drop Manhole 33 39 10, 333920 EA I 5 3339.1003 4' Extra Depth Manhole 3 399 200, 3339920 333 VF 6 6 3305.0112 Concrete Collar for Manhole 3305 17 EA 2 7 3339.0001 Epoxy Manhole Lincr 33 39 60 VF 9 8 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 3 9 3201.0400 Temporary halt Paving Repair 3201 18 EA 170 10 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 170 11 0241.2103 8" Sewer Abandonment Plu on N Commerce St. 0241 14 EA I 12 0241.2013 Remove 8" Sewer Line on N Commerce St. 0241 14 LF 18 13 0171.0101 Construction Staking 01 71 23 LS 1 14 0171.0102 As-Buih Survey 01 71 23 LS I 15 3303.0001 Bypass Pumping 3305 10 LS 1 S30,000.00 16 3305.0109 Trench Safety 33 03 10 LF 170 17 3305,0114 Manhole Adjustment Major w/ Cone Frame and Cover for Sewer and Storm' 3305141t0131 EA 21 18 3301.0001 Pre -CCTV Inspection 33 LF 190 19 3301.0002 Post -CCTV In ection 33 LF 190 20 9999.0001 SanitarySewer Construction Allowance LS 11 $30.000.00 Sub -Total Unit 2. Bid Summaries Sul+Total, Unit 1 - Water Improvcments S Sub -Total, Unit 2 - Sanitary Sewer Improvements $ Total Bid END OF SECTION CITY OF FORT WORTH 00 4100 Bid Ptopaad W.kbook-Add.W— 4-a1u STANDARD CONSTRUCTION SPEC EFICATIDN DOCUMENTS Hilly -North ids Caa h- W... Main Repla— Pan I Ranged 911912025 City Prop- Nortbc, 105069.1 FORT WORTH. ADDENDUM TO INVITATION TO BID NO.26-0107 HOLLY-NORTHSIDE CAST IRON WATER MAIN REPLACEMENT— PART 1 WATER DEPARTMENT ADDENDUM NO. 5 INVITATION TO BID (ITB): 26-0107 BID OPENING DATE: March 12, 2026 DATE ISSUED: March 11, 2026 ITB No. 26-0107 issued January 28, 2026, is hereby amended as follows: 1. CONTRACT MANUAL a. Replace the following sections: Replace Specification With Specification 00 42 43 Proposal Form 00 42 43 Proposal Form All other terms and conditions remain unchanged. CJl4tt��yy 4t7 v i T NY l ! OLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT .. ■ .. .. w w ............. ■ ... ■ .... a ... a ..... ■ . w ........... w ............... a ... a K By the signature affixed below, Addendum No. 5 is hereby incorporated into and made part of the above referenced Invitation to Sid. COMPANY NAME: SYB CONSTRUCTION CO., INC SIGNATURE: RICHARD LOGAN BENNETT, VP NOTE: Company name ust be the same as on the original bid documents. Failure to return this form with your sealed bid may constitute grounds for rejection of your offer. 'INX%tip; OF 7Fek' v r! ... ` 1 � 'AMANIQA h9. f6HN$(3N i r 00 0, '; 131706 o-�nm FREESE AND NICHOLS. INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 End of Addendum No. 5 ITB 26-0107 Holly-Northside Cast Iron Water Main Replacement — Part 1 Addendum No. 5, Page 1 of 1 cc42 sr Fill) PWNI SAL Pyle 1 of 1 SECTION 43 PROPOSAL FO FORMM UNIT PRICE BID Bidder's Application P.J-1 Item Info-l- DiWei's Proposal Unit 1- Water Improvements Didlitt llem No. Dearnptwn Specification Section No. Unu of Measure Bid Quantity Um; I"- Did "slut IA- 3311.01451 36" DIP Water 33 1110 LF 5,600 IB• 3311.0961 36" Steel AWWA C200 Water Pie 33 I1 14 LF 5,600 IC* 3311.0871 36" Concrete AWWA C303 Water Pipe 33 11 13 LF 5,600 2A• 3311.0857 36" DIP Water, CLSM Backfill 33 1110 LF 40 2B' 3311.0967 36" Steel AWWA C200 Water Pipe, CLSM Backfill 331114 LF 40 2C• 3311.0977 36" Concrete AWWA C303 Water Pipe. CLSM Backfill 33 11 13 LF 40 3A• 3311.0751 30" DIP Water 33 11 10 LF 4,924 3B• 3311.0761 30" Steel AWWA C200 Water Pipe 33 It 14 LF 4,924 3C• 3311.0771 30"ConeroteAWWA C303Water Pipe 331113 LF 4,924 4A• 3311.0757 30" DIP Water, CLSM Backfill 3311 10 LF 20 4B• 3311.0767 30" Steel AWWA C200 Water Pipe, CLSM Backfill 331114 LF 20 4C• 3311.0777 30" Concrete AWWA C303 Water Pipe. CLSM Backfill 33 1I 13 LF 20 5A• 3311.0651 24" DIP Water 3311 10 LF 4,060 5B• 3311.0671 24" Steel AWWA C200 Water Pie 33 It 14 LF 4,060 SC* 3311.0681 24" Concrete AWWA C303 Water Pic 33 1113 LF 4.060 6A• 3311.0657 24" DIP Water, CLSM Backfill 33 11 10 LF 10 6B• 331 1.0677 24" Steel AWWA C200 Water Pipe, CLSM Backfill 33 11 14 LF 1 10 6C• 3311.0687 24" Concrete AWWA C303 Water Pipe, CLSM Backfill 33 1113 LF 10 7A• 3311.0001 Ductile Iron Water Fi w/ Restraint 33 1111 LS 1 7B• 3311.0011 Steel Fi ' 33 1114 LS 1 7C• 3311.0021 C303 Fittings 3311 13 1 LS 1 ' Contractor to provide Unit Price / Bid Value for only one of the pipe material alternatives for Items I through 6 DO NOT PROVIDE UNIT PRICE / BID VALUE FOR EACH ALTERNATIVE 8 3311.0541 16" Water Pipe, DIP 33 11 10. 3311 12 LF 1,290 9 3311.0547 16" Water Pipe, DIP, CLSM Backfill 33 11 10, 33 1112 LF 20 10 3305.2009 36" Water Carrier Pipe 33 05 24 LF 290 11 3305.2008 30" Water Carrier Pipe 33 05 24 LF 80 12 3305.2007 24" Water Carrier Pipe 33 05 24 LF 120 13 13305.2005 16" Water Carrier Pipe 33 05 24 LF 20 14 3305.2004 12" Water Carrier Pipe 33 05 24 LF 110 15 3305.2002 8" Water Cartier Pipe 33 05 24 LF 90 16 3305.1007 42" Casing By Open Cut 33 05 22 LF 130 17 3305.1107 42" Casing By Other Than Open Cut 33 05 22 LF 340 19 3305.1106 36" Casing By Other Than Open Cut 33 05 22 LF 30 19 3305.1104 24" Casing By Other Than Open Cut 33 05 22 LF 130 20 3305.1102 16" Casing By Other Than Open Cut 33 05 22 LF 90 21 13311.0161 6" PVC Water Pipe 33 11 12 1 LF 120 22 3311.0461 12" PVC Water Pipe 3311 12 LF 3,000 23 3311.0467 12" PVC Water Pipe, CLSM Backfill 33 11 12 LF 20 24 3311.0261 8' PVC Water Pipe 33 1112 LF 4,560 25 3311.0251 8" DIP Water 33 11 12 LF 30 26 3311.0751 30" DIP Water 33 11 10 LF 36 27 3311.0001 Ductile Iron Water Fittings w Restraint for smaller diameter PVC water lines) 33 I1 I 1 TON 5 28 3312.0117 Connection to Existing 4"-12" Water Main 33 1225 EA 25 29 3312.0106 Connection to Existing 16' Water Main 33 12 25 1 EA 2 30 3312.0107 Connection to Existing 20" Water Main 33 12 25 EA 4 31 3312.0108 Connection to Existing 24" Water Main 33 1225 EA 11 32 3312.0110 Connection to Existing 36" Water Main 33 12 25 EA 2 33 3312.0113 Connection to Existing 54" Water Main 33 12 25 EA 1 34 9999.0001 8" Ring Connection EA 2 35 9999.0002 10" Ring Connection EA 1 36 9999.0003 12" Ring Connection EA 1 37 3312.2001 1" Water Service, Meter Reconnection 33 1210 1 EA 207 38 3312.2003 1" Water Service 33 1210 EA 207 39 3312.2201 2" Water Service, Meter Reconnection 33 12 10 EA 2 40 3312.2203 2" Water Service 3312 10 EA 2 41 3312.3002 6" Gate Valve 33 12 20 EA 12 42 3312.3003 8" Gate Valve 33 12 20 EA 14 43 3312.3005 12" Gate Valve 33 1220 EA 8 44 3312,3006 16" Gate Valve w/ Vault 33 12 20 EA 4 45 3312.3008 24" Gate Valve w/ Vault 33 12 20 1 EA 9 46 9999.0004 30" AWWA Butterfly Valve, w/ Vault 33 12 21 EA 4 47 3312.5000 36" AWWA Butterfly Valve, wi Vault 331221 EA 4 48 3312.1002 4" Combination Air Valve Assembly for Water 33 1230 EA 3 3312.1003 6" Combination Air Valve Assemblyfor Water 33 1230 EA I 09 5H4 33116001 8" Blow Off valve 33 12 60 EA 2 Crrr OF roar woant SrANDAaD CONK MUI (N 41 uo 91d Plq"iwl WbA I k- AM-d- I .b. uoan�"wd, Cm 1'. w- Mom tt4p14caaem Pon I CITY PW-N®be toW68.1 Ww 211 Fill) MIN) AL Pore 2 of 1 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application P.Jecl It- Intonnalwn Bidder's Proposal Unit 1- Water Improvements Sidlitt Item No. Ducnplwn Specification Section No. Una of Messarc Bid Qwntity Una Pnce Bid "slut 51 3312.4005 8" x 8" Tapping Sleeve & Valve 33 1225 EA 1 52 0241.1510 Salvage Fire Hydrant 0241 14 EA 10 53 3312.0001 Fire Hydrant 33 12 40 EA 12 54 3304.0101 Temporary Water Services 33 04 30 LS 1 55 0241.1001 Water Line Grouting 0241 14 CY 50 56 3305.0206 Imported EmbedmentBackfill, Acceptable Backfill 33 05 10 CY 300 57 3305.0203 Imported EmbedmentBackfill, CLSM 3305 10 CY 300 58 0241.1510 4"-12" Water Abandonment Plug 0241 14 1 EA 3 59 0241.1209 20" Water Abandonment Plug 02 41 14 EA 2 60 0241.1209 24" Water Abandonment Plug 0241 14 EA 2 61 0241.1354 Salvage 24" Water Valve and Remove Water Vault 0241 14 EA 14 62 0241.1353 Salvage 20" Water Valve and Remove Water Vault 0241 14 EA 4 63 0241.1352 Salvage 18" Water Valve and Remove Water Vault 0241 14 EA 4 64 0241.1305 Remove and Salvage 12" Water Valve 0241 14 EA 3 65 0241.1304 Remove and Salvage 10" Water Valve 0241 14 EA 4 66 0241.1303 Remove and Salvage 8" Water Valve 0241 14 EA 5 67 0241.1302 Remove and Salvage 6" Water Valve 0241 14 EA 15 68 0241.1301 Remove and Salvage 4" Water Valve 0241 14 EA 1 69 3305.0111 Valve Box Ad'ustment 3305 14 EA 18 70 3201.0111 4' Wide Asphalt Pvmt Repair. Residential 3201 17 LF 641 71 3201.0112 5' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 355 72 3201.0122 5' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 107 73 3201.0113 6' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 420 74 3201.0400 Temporary Asphalt Paving Repair 2" HMAC on 6" Flexible Base) 3201 18 LF 21,845 75 00241.1700 1 V Pavement Pulverization 0241 15 1 SY 23,590 76 3211.0601 8" CEMLIME- 32 LBS./SY. 32 1133 TN 390 77 132110301 3" Asphalt Pvmt Type D D 32 1216 SY 23.590 78 0241.1506 2" Surface Milling 02 41 15 SY 1,295 79 3212.0301 2" Asphalt Pvmt Type D (DG-D) SY 1.295 80 3212.0401 HMAC Transition 24") 32 12 16 TN 25 $50.000.00 81 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 3201 17 SY 500 82 3201.0202 Asphalt Pvmt Repair Beyond Defined Width, Arterial 3201 17 SY 500 83 0241.1000 Remove Conc Pvmt 0241 IS 1 SY 24,739 84 3213.0102 7" Cow Pvmt 32 13 13 SY 24,739 85 3211.0400 Hydrated Lime 32 1129 TN 350 86 3211.0502 8" Lime Treatment 32 1129 SY 25.950 87 3201.0614 Conc Pvmt Repair. Residential 32 01 29 SY 200 88 3201.0616 Cone Pvmt Repair, Arterial/Industrial 320129 SY 200 89 0241.1400 Remove Existing Concrete Valley Gutter 0241 13 SY 100 90 3216.0301 7" Conc Valley Gutter, Residential 32 16 13 SY 100 91 3216.0101 6" Cone Curb and Gutter 321613 LF 350 92 0241.0401 Remove Concrete Driveway 0241 13 SF 18,000 93 3213.0401 6" Concrete Driveway 32 13 20 SF 18,000 94 3213.0402 T Concrete Driveway 32 13 20 SF 2,450 95 0241.0100 Remove Concrete Sidewalk 0241 13 SF 3,000 96 3213.0303 6" Cone Sidewalk 32 13 20 SF 3.000 97 3214.0200 Historical Brick Pvmt Repair 32 14 16 SY 93 98 0241.1200 Remove and Salvage Brick Pvmt 0241 15 SY 93 99 0241.1800 Remove Speed Cushion 024115 1 EA 5 100 9999.0005 Speed Cashion - TL Standard EA 15 101 3217.2002 Raised Matter TY Y 32 17 23 EA 260 102 32171001 Raised Marker TY W 32 17 23 EA 520 103 0241.0550 Remove Guardrail 0241 13 LF 50 104 9999.0006 Re lace Existing Guardrail LF 50 105 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 5 106 3213.0501 Barrier Free Ramp, Type R-1 32 1320 EA 10 107 3217.0101 6" SLID Pvtrmt Markin HAS 321723 1 LF 900 108 3217.0201 8" SLID Pvmt Markin HAS 32 17 23 LF 120 109 3217.0502 Preformed Thermoplastic Contrast Markings - 24" Crosswalk 32 17 23 LF 40 110 3217.0504 Preformed Thermoplastic Contrast Markings - 24" Stop Bare 32 1723 LF 80 111 32 17.1004 Lane Legend Only 32 17 23 EA 2 112 3217.2103 REFL Raised Marker TY II -A -A 32 17 23 EA 15 113 3217/104 REFL Raised Marker TY IIC-R 32 17 23 EA IS 114 3217.5001 Painting Curb Addresses 32 17 23 EA 209 11S 3291.0100 1 3291 19 1 CY 100 116 3292.0100 Block Sod Replacement 3222 13 SY 100 117 9999,0007 Miscellaneous Irrigation Adjustment Allowance LS 1 $50.000.00 118 3471.0001 Traffic Control 34 71 13 MO 28 CrrY OF FORT WORTH SrANMAaD CONK MUI R-W W191DOS5 W 41 to 91d Pq )WaAIk-A41ad-5.lo. Hera/�"wd, Cm Ise W- Mom RePlaceaeso Pm I CITY PW-N,eebe IUW68.1 MQ1, Fill) MIN) AL Pyle 5 of 1 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application P.Jecl It— Infonnalwn HiWes Proposal Unit 1- Water Improvements 0idlitt Item No. Ducnplwn Specification S"Um No. Unil of Measure Hid Qtlsnuty Umt I?— Hid "aluc 119 3471.0002 Portable Message Sign 3471 13 WK 121 120 3125.0101 SWPPP > I acre 312500 LS 1 121 3292.0101 Utility Service Surface Restoration Soddin • 3292 13 SY 206 122 0171.0102 As -Built Survey 3301.0002 Post-CCIV Inspection 36" Water Line 01 71 23 LS 1 123 330131 LF 51930 124 9999.0009 Cathodic Protection Design 330412 1 LS I 125 3304.0002 Cathodic Protection 33 04 12 LS t M 3305.0109 Trench Safety 33 05 10 LF 23,800 127 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 11 128 3305.0110 Utility Markers 33 05 26 LS 1 129 0171.0101 Construction Staking 017123 LS l $50,000 E50,000.00 E200,000.00 130 9999.0010 Utility Adjustment LS 1 I31 9999.0011 Water Construction Allowance LS 1 �• Sub -Total Unit I - CITY OF FORT WORTH SrANMARD CONITRUI R—W W1912OS5 to 41 to 91d Pw lWaAIk-A41ad-1.Ir. {b115.iio,A�de Cm I— W— M— Replacea,s. Pan I CH, PW- N—b. I.W. I W.2s5 BID PWN)SAL Pore o "f 4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application ProJecl It— Infonnalton Bidder's Proposal Unit 2 - Sanitary Sewer Improvements Bimat llem No, Dercnption Sp.,Flwton Salton No. Lon of Meosme Bid Qt=tTty Unit Price Bid V.I. 1 3331.4115 8" Sewer Pipe 5311 10, 33 31 12, 333120 LF 190 $30,000.00 $30.000.00 2 3305.1102 16" Casing By Other Than Open Cut 33 05 22 LF 20 3 3339.1001 4' Manhole 333910, 33 39 20 BA 1 4 3339.1002 4'Drop Manhole 333910, 33 39 20 1 5 3339.1003 4' Extra Depth Manhole 3 3910, 333910,333920 33 39 20 VF 6 6 3305.0112 Concrete Collar for Manhole 3305 17 EA 2 7 13339.0001E Manhole Liner 33 39 60 VF 9 8 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 3 9 3201.0400 Temporary halt Paving Repair 3201 19 EA 170 10 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 170 11 0241.2103 8" Sewer Abandonment PI on N Commerce St 0241 14 1 EA 1 12 0241.2013 Remove 8" Sewer Line on N Commerce SO 0241 14 LF 18 13 0171.0101 Construction Staking 017123 LS 1 14 0171.0102 As -Built Survey 01 71 23 LS 1 15 3303.0001 Bypass Pumping 3305 10 LS 1 16 3305.0109 Trench Safety 33 03 10 LF 170 17 3305.0114 Manhole Adjustment, Major w/ Cone, Frame, and Cover (for Sewer and Storm) 33 05 14 EA 21 18 3301.0001 Pro -CCTV hutpection 330131 LF 190 19 3301.0002 Post -CCTV Inspection 33 Ol 31 LF 190 20 9999.0001 Sanitary Sewer Construction Allowance LS 1 Sub -Total Unit 2 Bid Summaries Sub-TotnL Unit 1 - water h p-,—cou Sub -Tout Unit 2 - Sanituy Sews Improvommis Total Bld END OF SECTION CrrY OF FORT WORTH W•I WDid Pq )W„trma-A4,Wdmi5.b. SfANMARD CONaTRUCnON SPECUICATION DOCUMUM Cal hoe Wmm M. R.rl.e—n Pa" I R—W WI 9/2aZ5 Cur PW-N®be I.W. I FORTWORTH. ADDENDUM TO INVITATION TO BED NO. 26-0107 HOLLY-NORTHSIDE CAST IRON WATER MAIN REPLACEMENT — PART 1 WATER DEPARTMENT ADDENDUM NO. 6 INVITATION TO BID {ITS]: 26-0107 BID OPENING DATE: March 19, 2026 DATE ISSUED: March 12, 2026 IT B No. 26-0107 issued January 28, 2026, is hereby amended as follows: 1. CONTRACT MANUAL a. Replace the following sections: Replace Specification With Specification 00 42 43 Proposal Form 00 42 43 Proposal Form 2. The bid opening is moved to March 19th, 2026. All-Wherterrgltts nrfYl conditions r�xlat unchanged. IIIK An3fya 11 TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT ■aa■aaaraaasaaarrraaaaaaaaar■a a s as a r a a a a a a .a■■ a a a a a a a a a a a a a t a t a a a a a au a w a r a■■aaI By the signature affixed below, Addendum No. 5 is hereby incorporated into and made part of the above referenced Invitation to Bid. COMPANY NAME: SYB CONSTRUCTION CO,, INC SIGNATURE: RICHARD LOGAN BENNETT, VP NOTE: Company na a nd signature must be the same as on the original bid documents. Failure to return this form with your sealed bid may constitute grounds for rejection of your offer. 131706 P ,uvwcan r�..�r+�sorr �t�+-= n.irRi FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 End of Addendum No. 6 ITB 26-0107 Molly-Northside Cast Iron Water Main Replacement— Part 1 Addendum No. 6, Page 1 of 1 cc42 sr Fill) PWNI SAL Pyle 1 of 1 SECTION 43 PROPOSAL FO FORMM UNIT PRICE BID Bidder's Application P.J-1 Item Info-l- DiWes Proposal Unit 1- Water Improvements Didlitt llem No. Dearnptwn Specification Section No, U.of Measure Bid Quantity Um; I"- Did "slut IA- 3311.01451 36" DIP Water 33 1110 LF 5,600 IB• 3311.0961 36" Steel AWWA C200 Water Pie 33 I1 14 LF 5,600 IC* 3311.0871 36" Concrete AWWA C303 Water Pie 33 11 13 LF 5,600 2A• 3311.0857 36" DIP Water, CLSM Backfill 33 1110 LF 40 2B' 3311.0967 36" Steel AWWA C200 Water Pipe, CLSM Backfill 331114 LF 40 2C• 3311.0977 36" Concrete AWWA C303 Water Pipe, CLSM Backfill 33 11 13 LF 40 3A• 3311.0751 30" DIP Water 33 11 10 LF 4,924 3B• 3311.0761 30" Steel AWWA C200 Water Pipe 33 It 14 LF 4,924 3C• 3311.0771 30"ConeroteAWWA C303Water Pipe 331113 LF 4,924 4A• 3311.0757 30" DIP Water, CLSM Backfill 3311 10 LF 20 4B• 3311.0767 30" Steel AWWA C200 Water Pipe, CLSM Backfill 331114 LF 20 4C• 3311.0777 30" Concrete AWWA C303 Water Pipe. CLSM Backfill 33 1I 13 LF 20 5A• 3311.0651 24" DIP Water 3311 10 LF 4,060 5B• 3311.0671 24" Steel AWWA C200 Water Pie 33 It 14 LF 4,060 SC* 3311.0681 24" Concrete AWWA C303 Water Pic 33 1113 LF 4.060 6A• 3311.0657 24" DIY Water, CLSM Backfill 33 11 10 LF 10 6B- 331 1.0677 24" Steel AWWA C200 Water Pipe, CLSM Backfill 33 11 14 LF 1 10 6C• 3311.0687 24" Concrete AWWA C303 Water Pipe, CLSM Backfill 33 1113 LF 10 7A• 3311.0001 Ductile Iroo Water Fi w/ Restraint 33 1111 LS 1 7B• 3311.0011 Steel Fi ' 33 1114 LS 1 7C• 3311.0021 C303 Fittings 3311 13 1 LS 1 ' Contractor to provide Unit Price / Bid Value for only one of the pipe material alternatives for Items I through 6 DO NOT PROVIDE UNIT PRICE / BID VALUE FOR EACH ALTERNATIVE 8 3311.0541 16" Water Pipe, DIP 33 11 10. 3311 12 LF 1,290 9 3311.0547 16" Water Pipe, DIP, CLSM Backfill 33 11 10, 33 1112 LF 20 10 3305.2009 36" Water Carrier Pipe 33 05 24 LF 290 11 3305.2008 30" Water Carrier Pipe 33 05 24 LF 80 12 3305.2007 24" Water Carrier Pipe 33 05 24 LF 120 13 13305.2005 16" Water Carrier Pipe 33 05 24 LF 20 14 3305.2004 12" Water Carrier Pipe 33 05 24 LF 110 15 3305.2002 8" Water Cartier Pipe 33 05 24 LF 90 16 3305.1007 42" Casing By Open Cut 33 05 22 LF 130 17 3305.1107 42" Casing By Other Than Open Cut 33 05 22 LF 340 19 3305.1106 36" Casing By Other Than Open Cut 33 05 22 LF 30 19 3305.1104 24" Casing By Other Than Open Cut 33 05 22 LF 130 20 3305.1102 16" Casing By Other Than Open Cut 33 05 22 LF 90 21 13311.0161 6" PVC Water Pipe 33 11 12 1 LF 120 22 3311.0461 12" PVC Water Pipe 3311 12 LF 3,000 23 3311.0467 12" PVC Water Pipe, CLSM Backfill 33 11 12 LF 20 24 3311.0261 8' PVC Water Pipe 33 1112 LF 4,560 25 3311.0251 8" DIP Water 33 11 12 LF 30 26 3311.0751 30" DIP Water 33 11 10 LF 36 27 3311.0001 Ductile Iron Water Fittings w Restraint for smaller diameter PVC water lines) 33 I1 I 1 TON 5 28 3312.0117 Connection to Existing 4"-12" Water Main 33 1225 EA 25 29 3312.0106 Connection to Existing 16' Water Main 33 12 25 1 EA 2 30 3312.0107 Connection to Existing 20" Water Main 33 12 25 EA 4 31 3312.0108 Connection to Existing 24" Water Main 33 1225 EA 11 32 3312.0110 Connection to Existing 36" Water Main 33 12 25 EA 2 33 3312.0113 Connection to Existing 54" Water Main 33 12 25 EA 1 34 9999.0001 8" Ring Connection EA 2 35 9999.0002 10" Ring Connection EA 1 36 9999.0003 12" Ring Connection EA 1 37 3312.2001 1" Water Service, Meter Reconnection 33 1210 1 EA 207 38 3312.2003 1" Water Service 33 1210 EA 207 39 3312.2201 2" Water Service, Meter Reconnection 33 12 10 EA 2 40 3312.2203 2" Water Service 3312 10 EA 2 41 3312.3002 6" Gate Valve 33 12 20 EA 12 42 3312.3003 8" Gate Valve 33 12 20 EA 14 43 3312.3005 12" Gate Valve 33 1220 EA 8 44 3312,3006 16" Gate Valve w/ Vault 33 12 20 EA 4 45 3312.3008 24" Gate Valve w/ Vault 33 12 20 1 EA 9 46 9999.0004 30" AWWA Butterfly Valve, w/ Vault 33 12 21 EA 4 47 3312.5000 36" AWWA Butterfly Valve, wi Vault 331221 EA 4 48 3312.1002 4" Combination Air Valve Assembly for Water 33 1230 EA 3 3312.1003 6" Combination Air Valve Assemblyfor Water 33 1230 EA I 09 5H4 33116001 8" Blow Off valve 33 12 60 EA 2 Crrr OF roar woant SrANDAaD CONK MUI (N 41 to 91d Plq"iwl WbA I k- AM-d- 6 ab. lblln.ri"na�de Cm 1'. w- Mom aeP14c®m Pon I CITY PW-N®be toW68.1 w.2 si BID MIN) AL Pore 2 of 1 SECTION 00 42 43 PRO=OSAL=OR61 UNIT PRICE BID Bidder's Application P.Jecl It- Infonnalwn Bidder's Proposal Unit 1- Water Improvements Sidlist Item No. Ducnplwn Specifi a ioa Section No. Una of Messarc Bid Qwntity Una Pnce Bid "slut 51 3312.4005 8" x 8" Tapping Sleeve & Valve 33 1225 EA 1 52 0241.1510 Salvage Fire Hydrant 0241 14 EA 10 53 3312.0001 Fire Hydrant 33 12 40 EA 12 54 3304.0101 Temporary Water Services 33 04 30 LS 1 55 0241.1001 Water Line Grouting 0241 14 CY 50 56 3305.0206 Imported EmbedmentBackfill, Acceptable Backfill 33 05 10 CY 300 57 3305.0203 Imported EmbedmentBackfill, CLSM 3305 10 CY 300 58 0241.1510 4"-12" Water Abandonment Plug 0241 14 1 EA 3 59 0241.1209 20" Water Abandonment Plug 02 41 14 EA 2 60 0241.1209 24" Water Abandonment Plug 0241 14 EA 2 61 0241.1354 Salvage 24" Water Valve and Remove Water Vault 0241 14 EA 14 62 0241.1353 Salvage 20" Water Valve and Remove Water Vault 0241 14 EA 4 63 0241.1352 Salvage 18" Water Valve and Remove Water Vault 0241 14 EA 4 64 0241.1305 Remove and Salvage 12" Water Valve 0241 14 EA 3 65 0241.1304 Remove and Salvage 10" Water Valve 0241 14 1 EA 4 66 0241.1303 Remove and Salvage 8" Water Valve 0241 14 EA 5 67 0241.1302 Remove and Salvage 6" Water Valve 0241 14 EA 15 68 0241.1301 Remove and Salvage 4" Water Valve 0241 14 EA 1 69 3305.0111 Valve Box Ad'ustment 3305 14 EA 18 70 3201.0111 4' Wide Asphalt Pvmt Repair. Residential 3201 17 LF 641 71 3201.0112 5' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 355 72 3201.0122 5' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 107 73 3201.0113 6' Wide Asphalt Pvmt Repair, Residential 3201 17 1 LF 420 74 3201.0400 Temporary Asphalt Paving Repair 2" HMAC on 6" Flexible Base) 3201 18 LF 21,845 75 00241.1700 11" Pavement Pulverization 0241 15 SY 23,590 76 3211.0601 8" CEMLIME- 32 LBS./SY. 32 1133 TN 390 77 132110301 3" Asphalt Pvmt Type D D 32 1216 SY 23.590 78 0241.1506 2" Surface Milling 02 41 15 SY 1,295 79 3212.0301 2" Asphalt Pvmt Type D (DG-D) SY 1.295 80 3212.0401 HMAC Transition 24") 32 12 16 TN 25 $50.000.00 81 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 3201 17 1 SY 500 82 3201.0202 Asphalt Pvmt Repair Beyond Defined Width, Arterial 3201 17 SY 500 83 0241.1000 Remove Conc Pvmt 0241 15 SY 24,739 84 3213.0102 7" Cow Pvmt 32 13 13 SY 24,739 85 3211.0400 Hydrated Lime 32 1129 TN 350 86 3211.0502 8" Lime Treatment 32 1129 SY 25.950 87 3201.0614 Core Pvmt Repair. Residential 32 01 29 SY 200 88 3201.0616 Cone Pvmt Repair, Arterial/Industrial 320129 SY 200 89 0241.1400 Remove Existing Concrete Valley Gutter 0241 13 1 SY 100 90 3216.0301 7" Conc Valley Gutter, Residential 32 16 13 SY 100 91 3216.0101 6" Cone Curb and Gutter 321613 LF 350 92 0241.0401 Remove Concrete Driveway 0241 13 SF 18,000 93 3213.0401 6" Concrete Driveway 32 13 20 SF 18,000 94 3213.0402 T Concrete Driveway 32 13 20 SF 2,450 95 0241.0100 Remove Concrete Sidewalk 0241 13 SF 3,000 96 3213.0303 6" Cone Sidewalk 32 13 20 SF 3.000 97 3214.0200 Historical Brick Pvmt Repair 32 14 16 1 SY 93 98 0241.1200 Remove and Salvage Brick Pvmt 0241 15 SY 93 99 0241.1800 Remove Speed Cushion 02 41 15 EA 5 100 9999.0005 Speed Cashion - TL Standard EAJ260 101 3217.2002 Raised Matter TY Y 32 17 23 EA102 3217.2001 Raised Marker TY W 321723 EA103 0241.0550 Remove Guardrail 024l 13 LF104 9999.0006 Re lace Existi Guardrail LF105 3213.0506 Barrier Free , T e P-1 32 1320 EA106 3213.0501 Barrier Free R , T e R-1 32 1320 EA 107 3217.0101 6" SLID Pvtrmt Markin HAS 321723 LF 900 108 3217.0201 8" SLID Pvmt Markin HAS 32 17 23 LF 120 109 3217.0502 Preformed Thermoplastic Contrast Markings - 24" Crosswalk 32 17 23 LF 40 110 3217.0504 Preformed Thermoplastic Contrast Markings - 24" Stop Bars 32 1723 LF 80 111 32 I7.1004 Lane Legend Only 32 17 23 EA 2 112 3217.2103 REFL Raised Marker TY II -A -A 32 17 23 EA 15 113 3217.2104 REFL Raised Marker TY IIC-R 32 17 23 EA IS 114 3217.5001 Painting Curb Addresses 32 17 23 EA 209 IIS 3291.0100 T it 3291 19 CY 1 100 116 3292.0100 Block Sod Replacement 3292 13 SY 1 100 117 9999,0007 Miscellaneous Irrigation Adjustment Allowance LS 1 $50.000.00 118 3471.0001 Traffic Control 3471 13 MO 28 CrrY OF FORT WORTH SrANMARD CONMUI R-W W191DOS5 (q 41 W91d Pq lWaAIk-AM-dm16 ab. raat�"wd, Cm 1'. W- Mom RePlacaaeso P I CITY PW-N,mbe IUW68.1 MQ1, Fill) MIN) AL Pyle 5 of 1 SECTION 00 42 43 PRO=OSAL=ORM UNIT PRICE BID Bidder's Application P.Jecl It— Infonnalwn HiWes Proposal Unit 1- Water Improvements 0idlitt Item No. Ducnplwn atio Specificn Section No. Unil of Measure Hid Quantity Umt I?— HId"aluc 119 347LOD02 Portable Message Sign 3471 13 WK 121 120 3125.0101 SWPPP > I acre 312500 LS 1 121 3292.0101 Utility Service Surface Restoration Soddin • 3292 13 SY 206 122 0171.0102 As -Built Survey 3301.0002 Post-CCIV Inspection 36" Water Line 01 71 23 LS 1 123 330131 LF 51930 124 9999.0009 Cathodic Protection Design 330412 1 LS I 125 3304.0002 Cathodic Protection 33 04 12 LS t M 3305.0109 Trench Safety 330510 LF 23,800 127 3305.0103 Explomtory Excavation of Existing Utilities 33 05 30 EA 11 128 3305.0110 Utility Markers 33 05 26 LS 1 129 0171.0101 Construction Staking 017123 LS l $50,000 E50,000.00 E200,000.00 130 9999.0010 Utility Adjustment LS 1 I31 9999.0011 Water Construction Allowan a LS 1 �• Sub -Total Unit I - CITY OF FORT WORTH SrANMARD CONITRUI R—W W1912OS5 to 41 W91d Pw lWaAIk-A4,lmd-6 alr. {b115.iio,A�de Cm I— W— M— Replac— Pan I CH, PW- N—b. I.W. I w.2 si BID PWN)SAL Pore o "f 4 SECTION 00 42 43 PRO=OSAL=ORNI UNIT PRICE BID Bidder's Application ProJecl It— Infonnalton Bidder's Proposal Unit 2 - Sanitary Sewer Improvements Bimat llem No, Dercnption Spai6uuion Salton No. Lon of Meosme Bid Qt=tTty Unit Price Bid V.I. 1 3331.4115 8" Sewer Pipe 5311 10, 33 31 12, 333120 LF 190 $30,000.00 $30.000.00 2 3305.1102 16" Casing By Other Than Open Cut 33 05 22 LF 20 3 3339.1001 4' Manhole 333910, 33 39 20 BA 1 4 3339.1002 4'Drop Manhole 333910, 33 39 20 1 5 3339.1003 4' Extra Depth Manhole 3 3910, 333910,333920 33 39 20 VF 6 6 3305.0112 Concrete Collar for Manhole 3305 17 EA 2 7 13339.0001E Manhole Liner 33 39 60 VF 9 8 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 3 9 3201.0400 Temporary halt Paving Repair 3201 19 EA 170 10 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 170 11 0241.2103 8" Sewer Abandonment PI on N Commerce St 0241 14 1 EA 1 12 0241.2013 Remove 8" Sewer Line on N Commerce SO 0241 14 LF 18 13 0171.0101 Construction Staking 017123 LS 1 14 0171.0102 As -Built Survey 01 71 23 LS 1 15 3303.0001 Bypass Pumping 3305 10 LS 1 16 3305.0109 Trench Safety 33 03 10 LF 170 17 3305.0114 Manhole Adjustment, Major w/ Cone, Frame, and Cover (for Sewer and Storm) 33 05 14 EA 21 18 3301.0001 Pro -CCTV Inspection 330131 LF 190 19 3301.0002 Post -CCTV Inspection 33 Ol 31 LF 190 20 9999.0001 Sanitary Sewer Construction Allowance LS 1 Sub -Total Unit 2 Bid Summaries Sub-TotnL Unit 1 - water h p-,—cou Sub -Tout Unit 2 - Sanituy Sews Improvommis 3 Total Bld END OF SECTION CrrY OF FORT WORTH W•I WBid Pq )w'„trma-A41mim 6x10. SfANMARD CONaTRUCnON SPECUICATION DOCUMUM Cal 1'. Wner M. R.rl.e—n Pa" I R—W WI9+2or5 Cur PW- N®be IUW6r.I 000515-1 ADDENDA Page 1 of 1 SECTION 00 05 15 END OF SECTION CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 0011 13 INVITATION TO BIDDERS Page 1 of 3 SECTION 00 1113 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of Holly-Northside Cast Iron Water Main Replacements Part 1 ("Project") will be received by the City of Fort Worth via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project until 2:00 P.M. CST, Thursday, March 5, 2026. Bids will then be opened publicly and read aloud beginning at 2:00 PM in the New City Hall (NCH); Room MZ10_12,100 Fort Worth Trail, Fort Worth, TX 76102. Bidders shall also email the Small Business Utilization Form, and Small Business Certificate(s), (if applicable) to the city PM. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. JavaScript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: htips:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non -responsive. No late bids/proposals shall be accepted. Bids delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacement Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project Number: 105068-1 Revised 2/08/24 0011 13 INVITATION TO BIDDERS Page 2 of 3 SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us. Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximately) following: Water: Open Cut Work: 5,720 LF of 36" water line, 110 LF of 36" water line and 42" steel casing, 4,980 LF of 30" water line, 4,070 LF of 24" water line, 1,310 LF of 16" water line, 3,020 LF of 12" water line, 4,560 LF of 8" water line. By Other Than Open Cut Work: 200 LF of 36" water line and 42" steel casing, 80 LF of 30" water line and 42" steel casing, 86 LF of 24" water line and 42" steel casing, 30 LF of 24" water line and 36" steel casing, 20 LF 16" water line and 24" steel casing, 110 LF of 12" water line and 24" steel casing, 90 LF 8" water line and 16" steel casing. Sewer: 190 LF of 8" sewer line by open cut and 20 LF 16" steel casing by other than open cut. PREQUALIFICATION Certain improvements included in this project must be performed by a contractor or designated subcontractor who is pre -qualified by the City at the time of bid opening. The procedures for qualification and pre -qualification are outlined in the Section 3 of 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. PREBID CONFERENCE — Web Conference A Prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: Monday, February 23, 2026 TIME: 10:00 AM CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacement Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project Number: 105068-1 Revised 2/08/24 0011 13 INVITATION TO BIDDERS Page 3 of 3 Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. If a Prebid conference is held, the presentation and any questions and answers provided at the Prebid conference will be issued as an Addendum to the call for bids. 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 Wednesday, January 28, 2026 Wednesday, February 4, 2026 END OF SECTION CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacement Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project Number: 105068-1 Revised 2/08/24 0021 13 INSTRUCTIONS TO BIDDERS SECTION 00 2113 INSTRUCTIONS TO BIDDERS 1. Defined Terms Page 1 of 9 1.1. Capitalized terms used in these INSTRUCTIONS TO BIDDERS are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making electronic Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. Bidders or their designated subcontractors are required to be prequalified for the work types requiring prequalification as per Sections 00 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Finns 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 Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project Number: 105068-1 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 9 Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: https://www.fortworthtexas. og v/departments/tpw/development/cfw-departments-tpw- contractors under Division 00 General Conditions and as follows: 3.1.1. Paving — Requirements document located at: hgps://app-us3.e- builder.net/public/publicLanding.aspx?QS=4d00804b 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=4fc66ff8c36c4cO29d542d4e55114e8d 3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low bidder for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule to assist the City in evaluating and assessing the ability of the apparent low bidder to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder: 4.1.1. Shall examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project Number: 105068-1 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 3 of 9 4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Shall consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.5. Is advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.6. Should perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.7. Shall determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal or bid is prima -facie evidence that the Bidder has made the investigations, examinations and tests herein required. 4.1.8. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project Number: 105068-1 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 9 4.1.9.Indicate their intent to bid by selecting "yes" in the Procurement Portal under the Intent to Bid section. You must indicate your intent to bid to be able to submit a bid to the City. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.2.4. Standard insurance requirements, coverages and limits. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project Number: 105068-1 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 9 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:/Ifortworthtexas.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 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. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project Number: 105068-1 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 9 7. Bid Security 7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. 7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and return the Contract Documents within 14 days after the Notice of Award conveying same, City may consider Bidder to be in default, rescind the Notice of Award and act on the Bid Bond. Such action shall be City's exclusive remedy in the event Bidder is deemed to have defaulted. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 0125 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Small Business Ordinance No. 27832-08-25, the City has established a goal for the participation of small businesses for City contracts $100,000 or greater. See Section 00 45 41 for the Project Goal and additional requirements. Failure to comply may render the Bidder non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project Number: 105068-1 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 9 12.2. All blanks on the Bid Form must be completed and the Bid Form signed electronically or signed in ink and scan. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices for which the Bidder proposes to do the work contemplated or furnish materials required. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted electronically in the Procurement Portal on the prescribed Bid Form, provided with the Bidding Documents, prior to the time indicated in the Advertisement or INVITATION TO BIDDERS. 14. Withdrawal of Bids 14.1. Bids submitted electronically may be withdrawn prior to the time set for bid opening via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project Number: 105068-1 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 8 of 9 15. Opening of Bids Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for a minimum of 90 days or the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder. City reserves the right to waive informalities not involving price, contract time or changes in the Work and award a contract to such Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested parry to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. In addition to Bidder's relevant prequalification requirements, City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project Number: 105068-1 Revised/Updated September 1, 2025 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 9 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at https://www.ethics.state.tx.us/data/forms/1295/1295.pdf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Project Manual. Within 14 days thereafter, Contractor shall sign and deliver the required number of counterparts of the Project Manual to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project Number: 105068-1 Revised/Updated September 1, 2025 003513 CONFLICT OF INTEREST STATEMENT Page 1 of 12 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exercise discretion in the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. You are urged to consult with counsel regarding the applicability of these forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded from the links provided below. Fora CIQ (Conflict of Interest Questionnaire) (state.tx.us) https:/Iwww.ethics.state.tx.us/data/forms/conflict/CIS�d V CIQ Form does not apply CIQ Form is on file with City Secretary E: CIQ Form is being provided to the City Secretary L/ CIS Form does not apply El CIS Form is on File with City Secretary 11 CIS Form is being provided to the City Secretary BIDDER: SYB CONSTRUCTION CO., INC By: RICHARD LOGAN BENNETT /11�Signature: �___ I Title: VICE-PRESIDENT END OF SECTION CITY OF FORT WORTH 00 41 00 Bid Proposal Workbook - Addendum 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Holly-Northside Cast iron Water Main Replacements Part 1 Remised September 19, 2025 City Project Number: 105068-1 0041 00 BID FORM Page 1 of 3 SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: Holly-Northside Cast Iron Water Main Replacements Part 1 City Project No.: 105068-1 Units/Sections: Unit 1 - Water Improvements Unit 2 - Sanitary Sewer Improvements 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their CITY OF FORT WORTH 00 41 00 Bid Proposal Workbook - Addendum 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Holly-Northside Cast Iron Water Main Replacements Part 1 Revised 9/19/2025 City Project Number 105068-1 property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification 0041 00 BID FORM Page 2 of 3 The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Transmission, Urban/Renewal, All Sizes b. Water Distribution, Urban/Renewal, 12-inch diameter and smaller c. Sanitary Sewer Collection Systems, Urban/Renewal, All Sizes d. Concrete Paving Construction/Reconstruction e. Asphalt Paving f. - M h. - 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 730 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. Small Business Forms (required at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 'If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount CITY OF FORT WORTH 00 41 00 Bid Proposal Workbook - Addendum 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Holly-Northside Cast Iron Water Main Replacements Part 1 Revised 9/19/2025 City Project Number 105068-1 0041 00 BID FORM Page 3 of 3 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification andlor 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 Total Bid 7. Bid Submittal This Bid is submitted on MARCH 19, 2026 Respectfully submitted Be (signature) RICHARD LOGAN BENNETT (Printed Name) Title: VICE-PRESIDENT Company. SYB CONSTRUCTION CO., INC Address: 1017 S. FM 157 VENUS, TX 76084 State of Incorporation: TEXAS Email: LOGAN a@SYBCONSTRUCTION.COM Phone: 972-399-1066 END OF SECTION $19,608,045,85 by the entity named below. Receipt is acknowledged of the following Addenda. Initial Addendum No. 1: 1-5 Addendum No. 2: .594 Addendum No. 3: - Addendum No. 4. Corporate Seal: CITY OF FORT WORTH 00 41 00 Sid Proposal Workbook - Addendum $ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Holly-Northside Cast Cron Water Main Replacements Part 1 Revised 911912025 City Project Number 1055068-1 00 42 43 BID PROPOSAL Page I of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Unit 1 - Water Improvements Bidlist Item No Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value IA* 3311.0851 36" DIP Water 33 11 10 LF 5,600 1B* 3311.0861 36" Steel AWWA C200 Water Pipe 33 11 14 LF 5,600 $487.00 $2,727, 000.00 1C* 3311.0871 36" Concrete AWWA C303 Water Pie 33 11 13 LF 5,600 2A* 3311.0857 36" DIP Water, CLSM Backfill 33 11 10 LF 40 _ 2B* 3311.0867 36" Steel AWWA C200 Water Pipe, CLSM Backfill 33 11 14 LF 40 $920.00 $36 800.00 2C* 3311.0877 36" Concrete AWWA C303 Water Pipe, CLSM Backfill 33 11 13 LF 40 3A* 3311.0751 30" DIP Water 33 11 10 LF 4,924 3B* 3311.0761 30" Steel AWWA C200 Water Pipe 33 11 14 LF 4,924 $394.00 $1 9, 40 056.00 3C* 3311.0771 30" Concrete AWWA C303 Water Pie 33 11 13 LF 4,924 4A* 3311.0757 30" DIP Water, CLSM Backfill 33 11 10 LF 20 4B* 3311.0767 30" Steel AWWA C200 Water Pipe, CLSM Backfill 33 1114 LF 20 $714.00 $14 280.00 4C* 3311.0777 30" Concrete AWWA C303 Water Pipe, CLSM Backfdl 33 11 13 LF 20 5A* 3311.0651 24" DIP Water 33 11 10 LF 4,060 5B* 3311.0671 24" Steel AWWA C200 Water Pipe 33 11 14 LF 4,060 $345.00 $1,400,700.00 5C* 3311.0681 24" Concrete AWWA C303 Water Pie 33 11 13 LF 4,060 6A* 3311.0657 24" DIP Water, CLSM Backfill 33 11 10 LF 10 6B* 3311.0677 24" Steel AWWA C200 Water Pie CLSM Backfill 33 11 14 LF 10 $645.00 $6050.00 6C* 3311.0687 24" Concrete AWWA C303. Water Pipe, CLSM Backfill 33 11 13 LF 10 7A* 3311.0001 Ductile Iron Water Fittings s w/ Restraint 33 11 11 LS 1 7B* 3311.0011 Steel Fittings 33 11 14 LS 1 $841 ,000.00 _$841_,000:0.0_ 7C* 3311.0021 C303 Fittings 33 11 13 LS 1 * Contractor to provide Unit Price / Bid Value for only one of the pipe material alternatives for Items I througb 6 DO NOT PROVIDE UNIT PRICE / BID VALUE FOR EACH ALTERNATIVE 8 3311.0541 16' Water Pipe, DIP 33 11 10, 33 11 12 LF 1,290 $203.00 $261,870.00 9 3311.0547 16" Water Pipe, DIP, CLSM Backfill 33 11 10, 33 11 12 LF 20 $505.00 $10,100.00 10 3305.2009 36" Water Cartier Pie 330524 LF 290 $338.00 $98,020.00 11 3305.2008 30" Water Carrier Pipe 33 05 24 LF 80 $261.00 20 880.00 12 3305.2007 24" Water Cartier Pie 33 05 24 LF 120 $219.00 $26 280.00 13 3305.2005 16" Water Carrier Pipe 33 05 24 LF 20 $182.00 $3,640.00 14 3305.2004 12" Water Cartier Pie 33 05 24 LF 110 $137.00 $16 070.00 15 3305.2002 8" Water Carrier Pipe 33 05 24 LF 90 $95.00 $8,550.00 16 3305.1007 42" Casing By Open Cut 33 0522 LF 130 $443.00 $57.590.00 17 3305.1107 42" Casing By Other Than Open Cut 33 0522 LF 340 $960.00 $326,400.00 18 3305.1106 36" Casing By Other Than Open Cut 33 05 22 LF 30 $810.00 $24,300.00 19 3305.1104 24" Casing By Other Than Open Cut 33 05 22 LF 130 $540.00 $70,200.00 20 3305.1102 16" Casing By Other Than Open Cut 33 05 22 LF 90 $400.00 $36,000.00 21 3311.0161 6" PVC Water Pie 33 11 12 LF 120 $70.00 $8.400.00 22 3311.0461 12" PVC Water Pipe 33 11 12 LF 3,000. 125.00 $375,000.00 23 3311.0467 12" PVC Water Pipe, CLSM Backfill 33 11 12 LF 20 $253.00 $5,060.00 24 3311.0261 8" PVC Water Pie 33 11 12 LF 4,560 $85.00 $387,600.00 25 3311.0251 8" DIP Water 33 11 12 LF 30 $103.00 $3,090.00 26 3311.0751 30" DIP Water 33 11 10 LF 36 $295.00 $10,620.00 27 3311.0001 Ductile Iron Water Fittings w Restraint (for smaller diameter PVC water lines) 33 11 11 TON 5 $31,500.00 $157,500.00 28 3312.0117 Connection to Existing 4"-12" Water Main 33 1225 EA 25 $4 575.00 $1 44 375.00 29 3312.0106 Connection to Existing 16' Water Main 33 1225 EA 2 $8,430.00 $16,860.00 30 3312.0107 Connection to Existing 20" Water Main 33 1225 EA 4 $16,135.00 $64 540.00 $183,260.00 31 3312.0108 Connection to Existing 24" Water Main 33 1225 EA 11 $16,660.00 32 3312.0110 Connection to Existing 36" Water Main 33 1225 EA 2 $20,000.00 $40,000.00 33 3312.0113 Connection to Existing 54" Water Main 33 1225 EA 1 $168,000.00 $15,000.00 _ $21,250.00 $25,000.00 $200.00 $2,125.00 $200.00 $31565.00 $2,085.00 $168,000.00 $30,000.00 $21,250.00 $25,000.00 $41,400.00 $439,875.00 $400.00 $7,130.00 $25,020.00 34 9999.0001 8" Ring Connection EA 2 35 9999.0002 10" Ring Connection EA 1 36 9999.0003 12" Ring Connection EA 1 37 3312.2001 1" Water Service, Meter Reconnection 33 1210 EA 207 38 3312.2003 1" Water Service 33 12 10 EA 207 39 3312.2201 2" Water Service, Meter Reconnection 33 12 10 EA 2 40 3312.2203 2" Water Service 33 12 10 EA 2 41 3312.3002 6" Gate Valve 33 1220 EA 12 42 3312.3003 8" Gate Valve 33 1220 EA 14. $2 865.00. $40,110.00 43 3312.3005 12" Gate Valve 331220 EA 8 $5,140.00 $41,120.00 44 3312.3006 16' Gate Valve w/ Vault 33 1220 EA 4 $28 500.00 $114,000.00 45 3312.3008 24" Gate Valve w/ Vault 33 1220 EA 9 $68,800.00 $619,200.00 46 9999.0004 30" AWWA Butterfly Valve, w/ Vault 33 1221 EA 4 $178 500.00 $714,000.00 47 3312.5000 36" AWWA Butterfly Valve, w/ Vault 33 1221 EA 4 $200,500.00 $802,000.00 48 3312.1002 4" Combination Air Valve Assembly for Water 33 1230 EA 3 $43,400.00 $130,200.00 $67,125.00 49 3312.1003 6" Combination Air Valve Assembly for Water 33 1230 EA 1 $67,125.00 50 3312.6001 8" Blow Off Valve 33 1260 EA 2 $18,000.00 $6,625.00 $200.00 $7,400.00 $450,000.00 $300.00 $36,000.00 51 3312.4005 8" x 8" Tapping Sleeve & Valve 33 1225 EA 1 $6,625.00 $2,000.00 $88,800.00 $450,000.00 $15,000.00 52 0241.1510 Salvage e Fire Hydrant 0241 14 EA 10 53 3312.0001 Fire Hydrant 33 1240 EA 12 54 3304.0101 Temporary Water Services 33 04 30 LS I!_ 55 0241.1001 Water Line Grouting 024114 CY 50 CITY OF FORT WORTH STANDARD CONSTRUCTIONSPECIFICATION DOCUMENTS Rcv 9/10/2025 Copy of 1-0041 00 Bid Proposal Workbook - Addcnd= 6 Holly-Nunbside Cest Iron Water Main Replacemenu Pan 1 City Pmiect Number 105069-1 00 42 43 BID PROPOSAL Paget of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 1 - Water Improvements Bidlist Item No Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 56 3305.0206 Imported EmbedmentBackfill, Acceptable Backfill 3305 10 CY 300 $40.00 $12,000.00 57 3305.0203 Imported EmbedmentBackfill, CLSM 3305 10 CY 300 200.00 $60,000.00 58 0241.1510 4"-12" Water Abandonment Plug 024114 EA 3 $700.00 $2,100.00 $4,000.00 $6,000.00 $56,000.00 $16,000.00 16,000.00 59 0241.1208 20" Water Abandonment Plug 024114 EA 2 $2,000.00 60 0241.1209 24" Water Abandonment Plug024114 EA 2 $3,000.00 61 0241.1354 Salvage 24" Water Valve and Remove Water Vault 0241 14 EA 14 $4,000.00 62 0241.1353 Salvage 20" Water Valve and Remove Water Vault 0241 14 EA 4. $4,000.00. $4,000.00 63 0241.1352 Salvage 18" Water Valve and Remove Water Vault 0241 14 EA 4 64 0241.1305 Remove and Salvage 12" Water Valve 0241 14 EA 3 $500.00 $400.00 $1 500.00 65 0241.1304 Remove and Salvage 10" Water Valve 0241 14 EA 4 $1,600.00 66 0241.1303 Remove and Salvage 8" Water Valve 02 41 14 EA 5 $300.00 $1 500.00 67 0241.1302 Remove and Salvage 6" Water Valve 0241 14 EA 15 $200.00 $3,000.00 68 0241.1301 Remove and Salvage 4" Water Valve 0241 14 EA 1 $200.00 $200.00 69 3305.0111 Valve Box Adjustment 3305 14 EA 18 $300.00 $5,400.00 70 3201.0111 4' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 641 $40.00 $25,640.00 71 3201.0112 5' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 355 $47.00 $16,685.00 72 3201.0122 5' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 107 $47.00 $5,029.00 73 3201.0113 6' W ide Asphalt Pvmt Repair, Residential 3201 17 LF 420 $55.00 $23,100.00 74 3201.0400 Temporary Asphalt Paving Repair 2" HMAC on 6" Flexible Base 3201 18 LF 21,845 $28.00 $611,660.00 75 00241.1700 11"Pavement Pulverization 0241 15 SY 23,590 $15.40 $363,286.00 76 3211.0601 8" CEMLIME- 32 LBS./SY. 32 1133 TN 390 $562,24 $219,273.60 77 3212.0301 3" Asphalt Pvmt Type D (DG-D) 32 12 16 SY 23,590 $33.90 $799 701 00 78 0241.1506 2" Surface Milling 0241 15 SY 1295 $10.81 $13,998.95 79 3212.0301 2" Asphalt Pvmt Type D (DG-D) SY 1,295 $22.14 $28,671.30 80 3212.0401 HMAC Transition 24" 3212 16 TN 25 $246.40 $6 160.00 81 3201.0201 Asphalt Pvmt Repair Beyond Defined Widtb, Residential 3201 17 SY 500 $90.00 $45,000.00 82 3201.0202 Asphalt Pvmt Repair Beyond Defined Width Arterial 32 01 17 SY 500 $90.00 $45 000.00 83 0241.1000 Remove Cone Pvmt 0241 15 SY 24,739 $9.00 $222,651.00 84 3213.0102 7" Cone Pvmt 32 13 13 SY 24,739 $78.00 $1,929,642.00 85 3211.0400 Hydrated Lime 321129 TN 350 $350.00 $122,500.00 86 3211.0502 8" Lime Treatment 32 11 29 SY 25,950. $4.00 $103,800.00 87 3201.0614 Cone Pvmt Repair, Residential 32 01 29 SY 200 $110.00 $22,000.00 88 3201.0616 Cone Pvmt Repair, Arterial/Industrial 320129 SY 200 $125.00 $25,000.00 89 0241.1400 Remove Existing Concrete Valley Gutter 024113 SY 100 $12.00 $1,200.00 90 3216.0301 7" Cone Valley Gutter, Residential 32 1613 SY 100 $125.00 $12,500.00 91 3216.0101 6" Cone Curb and Gutter 32 1613 LF 350 $75.00 $26,250.00 92 0241.0401 Remove Concrete Driveway 0241 13 SF IS 000 $1.00 $18,000.00 93 3213.0401 6" Concrete Driveway 32 1320 SF 18,000 $12.00 $216,000.00 94 3213.0402 7" Concrete Driveway 32 1320 SF 2,450. $13.00 $31,850.00 95 0241.0100 Remove Concrete Sidewalk 0241 13 SF 3,000 $1.00 $3,000.00 96 3213.0303 6" Cone Sidewalk 32 1320 SF 3,000 $9.50 $26 500.00 97 3214.0200 Historical Brick Pvmt Repair 32 1416 SY 93 $180.00 $16,740.00 98 0241.1200 Remove and Salvage Brick Pvmt 02 41 15 SY 93 $100.00 $9, 300.00 99 0241.1800 Remove Speed Cushion 0241 15 EA 5 $500.00 $2,912.00 $2,500.00 100 9999.0005 S eed Cushion - TL Standard EA 15 $43,680.00 101 3217.2002 Raised Marker TY Y 32 1723 EA 260 $11.20 $2,912.00 102 3217.2001 Raised Marker TY W 32 17 23 EA 520 $11.20 $5,824.00 103 0241.0550 Remove Guardrail 024113 LF 50 $32.00 $1,600.00 104 9999.0006 Replace ExistinGuardrail - LF 50 $151.00 $7,550.00 105 3213.0506 Barrier Free Ramp, Type P-I 32 1320 EA 5 $3,150.00 $3,750.00 $2.75 $4.00 $70.00 $70.00 $300.00 $11.20 $15,750.00 $37,500.00 $2,475.00 $480.00 $2,800.00 $5,600.00 $600.00 $168.00 106 3213.0501 Barrier Free Ramp, Type R-1 32 1320 EA 10 107 3217.0101 6" SLD Pvmnt Marking HAS (Y) 32 1723 LF 900 108 3217.0201 8" SLD Pvmt Markin HAS W) 32 17 23 LF 120 109 3217.0502 Preformed Thermoplastic Contrast Markings - 24" Crosswalk 32 17 23 LF 40 110 3217.0504 Preformed Thermoplastic Contrast Markings - 24" Stop Bars 32 1723 LF 80 Ill 32 17.1004 Lane Legend Only 32 1723 1 EA 2 112 3217.2103 REFL Raised Marker TY H-A-A 32 17 23 EA 15 113 3217.2104 REFL Raised Marker TY H-C-R 32 1723 EA 15 $11.20 $166.00 114 3217.5001 Painting Curb Addresses 32 1723 EA 209 $65.00 $13 585.00 115 3291.0100 Topsoil 3291 19 CY 100 $50.00 $5,000.00 116 3292.0100 Block Sod Replacement 3292 13 SY 100 $10.00 $1,000.00 117 9999.0007 Miscellaneous Irrigation Adjustment Allowance LS 1 $50,000.00 $50,000.00 118 3471.0001 Traffic Control 3471 13 MO 28 $5,000.00 $140,000.00 119 3471.0002 Portable Message Sign 3471 13 WK 121 $230.00 $27,830.00 120 3125.0101 SWPPP > 1 acre 312500 LS 1 $30,600.00 $30,600.00 121 3292.0101 Utility Service Surface Restoration Sodding 32 92 13 SY 206 $10.00 $20,000.00 $3.00 $41,000.00 $207,000.00 $2.060.00 $20,000.00 $17,790.00 $41,000.00 $207,000.00 122 0171.0102 As -Built Survey 3301.0002 Post -CCTV Inspection (36" Water Line) 01 71 23 LS 1 123 33 01 31 LF 5,930 124 9999.0009 Cathodic Protection Design 33 04 12 LS 1 125 3304.0002 Cathodic Protection 33 04 12 LS 1 126 3305.0109 Trench Safety 3305 10 LF 23,800 $2.00 $47,600.00 127 13305.0103 Exploratory Excavation of Existing Utilities 330530 EA 11 $1,000.00 $11,000.00 128 13305.0110 UtifityMarkers 33 05 26 LS 1 1 $1,000.00 $1,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Ra,isad 9/10/2025 Copy of 1-0041 00 Bid Proposal Workbook - Addaod= 6 Ha11y-N-bside Cast Irun Water Main Replacemenu Pan 1 City Pi,,J t Number 105069-1 00 42 43 BID PROPOSAL Page 3 of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Unit 1 - Water Improvements Bidlist Item No Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value $75,000.00 $50,000.00 $200,000.00 129 0171.0101 Construction Staking 017123 LS I $75 000.00 130 9999.0010 Utility Adjustment LS 1 $50 000.00 131 9999.0011 Water Construction Allowance LS 1 $200,000.00 Sub -Total Unit I - $19 423 455.85 CITY OF FORT WORTH STANDARD CONSTRUCTIONSPECIFICATION DOCUMENTS Revisad 9/10/2025 Copy of 1-0041 00 Bid Proposal Workbook - Addcodmn 6 Ha11y-N-bside Cast Irun Water Main Replacemenu Pan 1 City Pmiect Number 105069-1 00 42 43 BID PROPOSAL Page 4 of4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 1 - Water Improvements Bidlist Item No Description Specification Section No. Unit of Measure Bid Quantity -it Price Bid Value Unit 2 - Sanitary Sewer Improvements Bidlist Item No DescriptionSection Specification No. Unit of Measure, Bid Quantity Unit Price Bid Value 1 3331.4115 8" Sewer Pipe 33 11 10, 33 31 12, 33 31 20 LF 190 150.00 $28 500.00 2 3305.1102 16" Casing By Other Than Open Cut 33 05 22 LF 20 $400.00 $8 000.00 3 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 1 $9,175.00 $9 175.00 4 3339.1002 4' Drop Manhole 33 39 10, 33 39 20 EA 1 $10,525.00 $10 525.00 5 3339.1003 4' Extra Depth Manhole 33 39 10, 33 39 20 VF 6 $165.00 $990.00 6 3305.0112 Concrete Collar for Manhole 33 05 17 EA 2 $1,500.00 $3,000.00 7 3339.0001 Epoxy Manhole Liner 33 3960 VF 9 $440.00 $1,000.00 $40.00 $40.00 $3,960.00 $3,000.00 $6,800.00 $6,800.00 8 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 3 9 3201.0400 Temporary Asphalt Paving Repair 3201 18 EA 170 10 3201.0121 4' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 170 11 0241.2103 8" Sewer Abandonment Plug (on N Commerce St.) 0241 14 EA 1 $400.00 $400.00 12 0241.2013 Remove 8" Sewer Line on N Commerce St.) 0241 14 LF 18 $20.00 $360.00 13 0171.0101 Construction Staking Ul 71 23 LS 1 $1,000.00 $1,000.00 14 0171.0102 As -Built Survey 01 7123 LS 1 $500.00 $500.00 15 3303.0001 Bypass Pumping 3305 10 LS 1 $5,000.00 $5,000.00 16 3305.0109 Trench Safety 3303 10 LF 170 $2.00 $340.00 17 3305.0114 Manhole Adjustment, Major w/ Cone, Frame, and Cover (for Sewer and Storm) 3305 14 EA 21 $3,100.00 $65,100.00 18 3301.0001 Pre -CCTV Inspection 33 01 31 LF 190 $3.00 $3.00 $30,000.00 $570.00 $570.00 $30 000.00 19 3301.0002 Post -CCTV Inspection 33 01 31 LF 190 20 19999.0001 Sanitary Sewer Construction Allowance LS I Sub -Total Unit 2 - $184 590.00 Bid Summaries Sub -Total, Unit 1 - Water Improvements $ 19,423,455.85 Sub -Total, Unit 2 - Sanitary Sewer bmprovements $ 184,590.00 Total Bid $19,608,045.85 END OF SECTION CON OF FORT WORTH Copy of 1-0041 00 Bid Proposal Workbook - Addcodmn 6 STANDARD CONSTRUCTION SPECH (CATION DOCUMENTS Ha11y-Nmibside Call Iron Water Main Replacemenu Pan 1 Revises 9/10/2025 City Pmject Number 105069-1 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: 00 43 13 BID BOND Page 1 of 2 That we, SYB Construction Co., Inc. , known as "Bidder" herein and The Hanover Insurance Company a corporate surety duly authorized to do business in the State of Texas, known as "Surety" herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of five percent (5%) of Bidder's maximum bid price, in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as Holly-Northside Cast Iron Water Main Replacements. Fart 1 City Project No. 105068-1 NOW, THEREFORE, the condition of this obligation is such that if the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 12th day of March , 2026. ATTEST: Witness as cipal .sr_ f FPS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 911912025 PRINCIPAL: SYB Construction Co., Inc. BY: ignature f> c t~. &L-�7 v Name and Title 00 4100 Bid Proposal workbook Holly-Northside Cast Iron Water Main Replacements Part t City Project Number 105068-1 r Witness as to -St rety Clay Aikman Attach Power of Attorney (Surety) for Attorney -in -Fact Address: 1017 S FM 157 Venus, TX 76084 SURETY: The Hanover Insurance Company BY:!11.1:.. SignatureV Misty Witt Attorney -in -Fact Name and Title Address: 440 Lincoln Street Worcester, MA 01653-0002 Telephone Number: (508) 853-7200 004313 BID BOND Page 2 of 2 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by 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. END OF SCCTION CITY OF FORT WORTH 00 4100 Bid Proposal Workbook STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Holly-Northside Cast Iron Water Main Replacements Part 1 Revised g/IM025 City Project Number 105066-1 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF AT(ORNEY THIS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: ThatTHE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, (hereinafter individually and collectively the "Company") does hereby constitute and appoint, Jack M. Crowley, Laurie Pflug, Misty Wltt, Holly Clevenger and/or Christine Clinger Of Willis Towers Watson Insurance Services West, Inc of Dallas, TX each individually, if there be more than one named, as its true and lawful attomey(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company, in their own proper persons. Provided however, that this power of attomey limits the acts of those named herein; and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States, not to exceed Fifty Million and No/100 ($50,000,000) in any single Instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys -in -fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, waivers of citation and all otherwribngs obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attomeys-i n -fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7,1981— The Hanover Insurance Company; Adopted April 14,1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 — Citizens Insurance Company of America and affirmed by each Company on March 24, 2014) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 22nd day of April 2025 �p L ton The Hanover lnsuraace Company Massachasem Hay Insurance Company Cildcas Imunatt Compsnyyf Amerim _3419rm AZAP-e4A Jl!np H. Kawieckk VicQ President STATE OF CONNECTICUT } COUNTY OF HARTFORD ) ss. The li]novcr lasuraocc Company h achusetts Ilay Insurance Company as lasurnaee Company of America Hon FL Adendoza. Vico President On this 22nd day of April, 2025 before me came the above named Executive Vice President and Vice President of The Hanover insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. KATHLEEN AL SIRARD } of 1VLaisatiwsntls M,r COttlltMl1W0t1 E7mim Ssts:smber 2, 2027 Kant►} een M.Sirard, Nota ublic My corimisslon explros, S tembor 2, 2027 I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this 1 2th- :,yayvof ' NWar6hd _ ! 2026 The a Pasurance am r 1 is BAY Ins ny CERTIFIED COPY C abo Rowedder. Vitt President IMPORTANT NOTICE To obtain information or make a complaint: You may call The Hanover Insurance Company/ Citizens Insurance Company of America's toll -free telephone number for information or to make a complaint at: 1-800-343-6044 You may also write to The Hanover Insurance Company/ Citizens Insurance Company of America at: 440 Lincoln Street Worcester, MA 01653 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: 2111500-ioMW`10�iI1L! Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Texas Complaint Notice Commercial Lines AVISO IMPORTANTE Para obtener informacion o para someter una queja: listed puede Ilamar al numero de telefono gratis de The Hanover Insurance Company/Citizens Insurance Company of America's para informacion o para someter una queja al: 1-800-343-6044 Usted tambien puede escribir a The Hanover Insurance Company/Citizens Insurance Company of America al: 440 Lincoln Street Worcester, MA 01653 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companies, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov DI.SPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o la com- pania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condition del documento adjunto. The Hanover Insurance Company 1440 Lincoln Street, Worcester, MA 01653 0043 37 VENDOR COMPLIANCE T4 STATE LAW Page 11 of 12 SECTION Ott 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of are not required to underbid resident bidders. , our principal place of business, B, The principal place of business of our company or our parent company or majority owner is in the State of Texas. e BIDDER: SYB CONSTRUCTION CO., INC By: RICHARD LOGAN BENNETT �t (Signature) END OF SECTION Title: VICE-PRESIDENT Date: CITY OF FORT WORTH 00 41 00 Bid Proposal Workbook - Addendum 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Holly-Northside cast Iron water Main Replacements Part 1 Revised 9119/2025 City Project Number 105068-1 0045 It -1 BIDDERS PREQUALIFICATIONS Paget of3 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 1. Summary. A Bidder or their designated subcontractors are required to be prequalifiedor have applied for prequalification by the City for the work types requiring prequalification prior to submitting bids. To be considered for award of contract the Bidder must submit Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with the requirements below. The information must be submitted seven (7) days prior to the date of the opening of bids. Subcontractors must follow the same timelines as contractors for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to berejected. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must file the information by the 31 st day of March in order to eligible to work on these projects. In order to facilitate the approval of aBidder's Prequalification Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the firm's organizational documents (Corporate Charter, Articles of Incorporation, Articles of Organization, Certificate of Formation, LLC Regulations, and Certificate of Limited Partnership Agreement). c. A completed Bidder Prequalification Application. (1) The firm's Texas Taxpayer Identification Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taxpei-mit/ and fill out the application to apply for your Texas tax ID. (2) The firm's e-mail address and fax number. (3) The firm's DUNS number as issued by Dun & Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DUNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalification. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. 2. Prequalification Requirements a. Financial Statements. Financial statement submission must be provided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. CITY OF FORT WORTH Holly-Noithside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised August 13, 2021 0045 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified public accounting firm registered and in good standing in any state. Current Texas statues also require that accounting firms performing audits or reviews on business entities within the State of Texas be properly licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, corporation, or limited liability company. (4) Financial Statements must be presented in U.S. dollars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (6) The accountant's opinion on the financial statements of the contracting company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting firm's opinion. It should: (1) express an unqualified opinion, or (2) express a qualified opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at any time. (8) The financial statement must be prepared as of the last day of any month, not more than one year old and must be on file with the City 16 months thereafter, in accordance with Paragraph 1. (9) The City will determine a contractor's bidding capacity for the purposes of awarding contracts. Bidding capacity is determined by multiplying the positive net working capital (working capital = current assets — current liabilities) by a factor of 10. Only those statements reflecting a positive net working capital position will be considered satisfactory for prequalification purposes. (10) In the case that a bidding date falls within the time a new financial statement is being prepared, the previous statement shall be updated with proper verification. b. Bidden Prequalification Application. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible to bid on all classes of construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notation of "None" or "N/A" should be inserted. (2) A minimum of five (5) references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer, model and general common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. CITY OF FORT WORTH Holly-Nortbside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised August 13, 2021 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3. Eligibility for Award ofConti-act a. The City shall be the sole judge as to a contractor's prequalification. b. The City may reject, suspend, or modify any prequalification for failure by the contractor to demonstrate acceptable financial ability or performance. c. The City will issue a letter as to the status of the prequalification approval. d. If a contractor has a valid prequalification letter, the contractor will be eligible to perform the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised August 13, 2021 00 45 12 PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water Transmission, SYB CONSTRUCTION CO., INC 1/31/2027 Urban/Renewal, All Sizes Water Distribution, Urban/Renewal, 12-inch SYB CONSTRUCTION CO., INC 1/31/2027 diameter and smaller Sanitary Sewer Collection Systems, Urban/Renewal, All SYB CONSTRUCTION CO., INC 1/31/2027 Sizes Concrete Paving SYB CONSTRUCTION CO., INC 1/31/2027 Construction/Reconstruction Asphalt Paving TEXAS MATERIALS 5/1 /2026 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: END OF SECTION Title: - Date: CITY OF FORT WORTH 00 41 00 Bid Proposal Workbook - Addendum 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Holly-Northside Cast Iron Water Main Replacements Part 1 Revised 09/19/2025 City Project Number 105068-1 FORT WDRTH(,,, SECTION 00 4513 PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box City Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address (required) City State Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) Zip Code 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[n,FortWorthTexas.aov TPW Prequalification(&fortworthtexas.gov clint.hooverafortworthtexas.gov Fort Worth Water Department Engineering and City of Fort Worth Transportation and Public City of Fort Worth TPW Transportation Fiscal Services Division 200 Texas St. Fort Works Dept. 3741 SW Loop 820, Fort Worth, Management Attn: Clint Hoover, P.E. 5001 Worth, TX 76102 Texas 76133 Attn: Alicia Garcia James Ave. Fort Worth, TX 76115 *Financial Statements must be mailed. Mark the envelope: "Bidder Prequalification Application" 0045 13 - 2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) ❑ Has fewer than 100 employees and/or ❑ Has less than $6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. Select major work categories for which you would like to be prequalified (City may deem you are not qualified for selected category or may approve you at a lesser size/length and maximum size may not be listed specifically under a major work category): MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inch and smaller Water Transmission, Urban/Renewal, 24-inch and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inch and smaller Sewer Bypass Pumping, 18-inch — 36-inch Sewer Bypass Pumping 42-inch and larger CCTV, 8-inch and smaller CCTV, 12-inch and smaller CCTV, 18-inch and smaller CCTV, 24-inch and smaller CITY OF FORT WORTH Holly Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 0045 13 - 3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED CCTV, 42-inch and smaller CCTV, 48-inch and smaller Sewer CIPP, 12-inch and smaller Sewer CIPP, 24-inch and smaller Sewer CIPP, 42-inch and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning, 24-inches and smaller Sewer Cleaning, 42-inches and smaller Sewer Cleaning, All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Facility Construction of Lift Stations Sanitary Sewer Manhole/Structure Interior Lining — Warren Coating Sanitary Sewer Manhole/Structure Interior Lining — Chesterton Coating Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards)* Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)* Roadway and Pedestrian Lighting NOTE *There is not a prequalification requirement for installation of concrete sidewalk, curb & gutter, driveways, and panel replacement, only concrete paving CITY OF FORT WORTH Holly Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 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 Holly Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 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 materials during the last three years. NAME OF FIRM OR COMPANY I DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORK IN WHAT CAPACITY CITY OF FORT WORTH Holly Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 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 Holly Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 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 Various - TOTAL CITY OF FORT WORTH Holly Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 0045 13 - 8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF 141618 IN"6J1 The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof: CITY OF FORT WORTH Holly Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 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 406.09+6(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 105068. Contractor further certifies that, pursuant to Texas Labor Code, Section 406"096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage, CONTRACTOR: j►t�rt�it2�lC�to �pl� By Company tq!s• Address V / city/state/zip— THE STATE OF TEXAS COUNTY OF TARRANT Signature: 4,z� � COA (Please Print) Title: P� a Ar—�- (Please Print) BEF RE ME, they uudersigned authority, on this day personally appeared / Gf aknown to me to be the person whose name is subscribed to the fore�o,ing instt meat, a d aekpowledged to me that he/she executed the same as the act and deed of ' r),p s, ��z for the put -poses and consideration therein expressed and in the capacity therein stated. GI EN UNDER MY HAND AND SEAL OF OFFICE this �c; day of 20j. Notary Public in and for the State of Texas END OF SECTION GEANA BRANN •` s�: U '. Notary Pubk, State of Texas 4 y"•.,,•,r'p� COMM Expires03�07.2029 NotarylD 129337163 CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part STANDARD CONSTRUCTION SPECIFICATION DOCIMFNTS City Project Number: 105068-1 Revised July I, 2011 Small Business Utilization Form PRIME BIDDER/OFFEROR SYB Construction Co., Inc. COMPANY NAME: PROJECT NAME: HOLLY-NORTHSIDE CAST IRON WATER MAIN REPLACEMENTS PART t PROJECT 105068-1 City's Small Business Bidder/Offeror's Commitment NUMBER: Goal BID DATE: 30 % 32.89% 3/19/2026 Check applicable ® Not Small [] Small box to describe Business Business Prime Bidder/Offeror ALL SMALL BUSINESS FIRMS MUST BE CERTIFIED BEFORE BID DOCUMENTATION FROM AN APPROVED CERTIFYING AGENCY MUST BE PROVIDED WITH THIS FORM. Failure to complete this form in its entirety and submit it with the Bid/Offer may result in the bid being considered non -responsive. Should the City of Fort Worth determine that the Prime Bidder/Offeror is qualified for award of contract, upon execution ofraid contract, the undersigned Prime Bidder/Offeror shall enter into a formal agreement with the Small Business firm(s) listed in this utilization schedule. Small Business firms listed toward meeting the project goal must be physically located in the City's marketplace at the time of bid. The marketplace is Denton, Parker, Wise, Tarrant, and Johnson counties. Certified means those small business firms that have been certified as Small Businesses by one of the following Certifying Agencies: North Central Texas Regional Certification Agency (,VCTRCA), Women's Business Council — Southwest (WBCS), Dallas/Fort Worth Business Council (DFW BC), Texas historically Underutilized Business (HUB) Program and Texas Unified Certification Program (TUP) DBE/ACDBE and Texas Department of Transportation (TXDOT) SBE Directory. Prime Bidders/Offerors are required to identify ALL subcontractors/suppliers, regardless of status. Page 1 of 4 Folz� TH. Certified Small Business Prime/Bidder/Offeror Contractors, counting their self -performance towards meeting the contract goal, must be certified within those NAILS codes for the work it intends to perform. The Prime BidderlOfferor will not make additions, deletions, or substitutions to this list without the prior approval of the City of Fort Worth. Any unjustified change or deletion sball be a material breach of contract and may result in debarment. Check this box if certified Prime Contractor services will be counted towards the Small Business contracting goal. ❑ List Prime Contractor first and Prime Contractor's participation, expressed in dollars. Next, list certified Small Business firm names, including DBAs, as shown on their certification. Last, list non -small business firms. NAMES AND ADDRESSES OF CONTRACTORSISUPPLIERS TYPE OF SERVICESfSUPPLIES PROVIDED tiAICS Required) Business Name: SYB Construction Co., Inc. Small Business 0 Not Small Business 0 AddreSq(including County): 1017 S FM 157 Venus TX. 76084 Johnson Co. Type of Services/Supplies: Water, Sewer, Storm Drain & Paving Phone: 972-399-1066 Email: Justin@sybconstruction.com NAICS Code: 237110 J 237310 Contact Person: Justin Castor $ AMOUNT: $11,840,306.15 NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICESISUPPLIES PROVIDED(NAICS Required) Business Name: Small Business ® Not Small Business D Address (including Coup Type of Services/Supplies: -Phone: Email: NAICS Code: Contact Person: $ AMOUNT: Revised 11.06.25 Page 2 of A FOR7'WORTH. NAMES AND ADDRESSES OF CONTRACTORSISUPPLIERS TYPE OF SERVICESISUPPLIES PROVIDED NAICS Re uired Business Name: Nexas Supply LLC Small Business 91 Not Small Business ❑ Address (including 100 Syble Jean Drive Burleson TX 76028 Tarrant Co. Type of ServiccslSupplies: Water, Sewer, & Storm ❑rain. Pipe Materials -County): Phone: 817-382-2867 Email: amber@nexassupply.com NAICS Code: 237310 Contact Person: Amber Bullard $ AMOUNT: $6,450,929.00 NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICESISUPPLIES PROVIDED(NAICS Required) Business Name: Texas Materials Small Business ❑ Not Small Business 0 Address (including 420 Decker Dr. Ste 200 Irving, TX 75062 Dallas Co. Type off ServiceslSupplies: Asphalt Paving -County): Phone: 817-538-1635 Email: ronald.stinson@texasmaterialS.Com NAICS Code: 238990 Contact Person: Ronald Stinson s AMOUNT: $1,316,810.70 NAMES AND ADDRESSES OF CONTRACTORS/SUPPLIERS TYPE OF SERVICESISUPPLIES PROVIDED NAICS Required) Business Name: Small Business ❑ Not Small Business ❑ Address (including Coun Type of ScrviceslSupplics: Phone: Email: NAIC5 Code: Contact Person: S AMOUNT: Please include additional copies of this page if needed to list all subcontractors and suppliers. Revised 11.06.25 Page 3 of 4 FORT WORTH Total Dollar Amount of Certified Prime Bidder/Offeror Services towards contract goal $ $0 Total Dollar Amount of Small Business Subcontractors/Suppliers $ $6,450,929.00 Total Dollar Amount of Non -Small Business Subcontractors/Suppliers s $13,157,116.85 TOTAL AMOUNT BID $ $19,608,045.85 By affixing a signature to this form, the Prime Bidder/Offeror agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors. The Prime Bidder/Offeror also agrees to allow an audit and/or examination of any books, records and tiles held by their company. The Prime Bidder/Offeror agrees to allow an authorized officer or employee of the City to conduct interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract to substantiate the actual work performed by the Small Business firms on this contract. A Prime Bidder/Offeror who intentionally andlor knowingly misrepresents material facts shall be debarred for a period of time of not less than one year. Aiffbrized Signature Printed Signature Vice President Title Contact Name and Title (if different) SYB Construction Co., Inc. 972-399-1066 Company Name Phone Number 1017 S FM 157 Justin@sybconstruction.com Address Email Address Venus TX. 76084 (Johnson Co.) 3/19/2026 City/StatelZip Code Date Revised 11.06.25 Page 4 of 4 004541-1 SMALL BUSINESS ENTERPRISE GOAL Page 1 of 1 SECTION 00 45 41 SMALL BUSINESS GOAL APPLICATION OF POLICY If the total dollar value of the contract is $100,000 or more, the Small Business goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to foster competition, expand the supplier base, and promote and encourage the participation of small business firms in the City's contracting opportunities. SMALL BUSINESS GOAL The City's Small Business goal is 30% of the amount bid (if bid alternates are requested, the goal shall be applied to the total bid amount inclusive of any selected alternates). COMPLIANCE Bidders shall comply with the Small Business Goal by meeting or exceeding the small business goal through self -performance and/or Small Business subcontracting participation. Small businesses are based on SBA definitions and must be located within the five Fort Worth counties: Tarrant, Denton, Wise, Parker and Johnson. Small businesses shall be certified via one of the following certifying agencies: • North Central Texas Regional Certifying Agency (NCTRCA) • Dallas/Fort Worth Minority Supplier Development Council (DFW MSDC) • Women's Business Council — Southwest (WBCS) • Texas Department of Transportation (TxDOT) SUBMITTAL OF REQUIRED DOCUMENTATION The following documents must be submitted with the bid documents at the time of bidding: • Completed Small Business Utilization form • Certificates identifying themselves or subcontractors as Small Businesses FAILURE TO COMPLY WITH THE CITY'S SMALL BUSINESS ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. END OF SECTION CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 1, 2025 00 52 43 - 1 Agreement Page 1 oF6 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on May 12, 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 S.Y.B Construction Co. Inc., authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows; Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Holh)-Nos•lhside Cast b-on Wirier Main Refalacenrenfs Parl 1 Cib, Pr9ject Member 105068-1 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount, in current funds, of Nineteen Million Six Hundred Eight Thousand Forty - Five Dollars and 851100 ($19,608,045.85). 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 substantially complete within 790 days and complete for Final Acceptance within 850 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 tinge is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City and the public will suffer from loss of use if the Work is not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding, the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City One Thousand File Hundred Fifty Dollars ($1.5 00.00) 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 Holly-Nor#Wde Cast hui fEarer Afarn Replacements Parr l STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPA' 105068-1 Revised September 19, 2025 (effective September 1„2025) 00 52 43 2 Agreement Page 2 of 6 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Cornpliance 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. S. 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. E'fDEMNIFICATION 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, lay 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 WORTI I Holly-Norllrsiele Cast Iron Haler Albin Replacements Part ! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105068-1 Revised September 19, 2025 (effective September I, 2025) 00 52 43 - 3 Agreement Page 3 of G 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 provisioq 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 Severahility/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 WORT14 llolij-Nonllside Cash Iron IPater Alain Replaceartents Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPAs 105068-1 Revised September 19, 2025 (effective September 1, 2025) 00 52 43 - 4 Agreement Page 4 of 6 7.8 Prohibition On Contracts With Companies Boycotting Israel. Contractor, unless a sole proprietor, acknowledges that in accordance with Chapter 2271 of the Texas Government Code, if Contractor has 10 or more full time -employees and the contract value is $100,000 or more, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contract, Contractor certifies that Contractor's signature provides written verification to the City that if Chapter 2271, Texas Government Code applies, Contractor: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. 7.9 Prohibition on Boycotting Energy Companies. Contractor acknowledges that in accordance with Chapter 2276 of the Texas Government Code, the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more, which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification from the company that it, (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of the contract. The terms "boycott energy company" and "company" have the meaning ascribed to those terms by Chapter 2276 of the Texas Government Code. To the extent that Chapter 2276 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of this Agreement, 7.10 :prohibition on Discrimination Against Firearm and Ammunition Industries. Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas Government Code, the City is prohibited from entering into a contract for ,goods or services that has a value of $100,000 or more which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification from the company that it: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate during the term of the contract against a firearm entity or firearm trade association. The terns "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 H'olij-Norihside Cast Iron II'aler Mane RelVacemenis Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103068-1 Revised September 19, 2025 (effective September 1, 2025) 005243-5 Agreement Page 5 of G 7.11 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of all 1-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.12 Pilo 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 Holty-Northslde Crest Iron Water Main Replacements Parr l STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105068-1 Revised September 19, 2025 (effective September I, 2025) OD 52 43 -6 Agreement Page 6 of 6 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: By: 1 Signature (Printed NaL7- Title I o 1 :� Address ti, City/state/Zi 7 tZ /1141111, Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX City of Fort Worth By: �n/1 Amft-4 % Dianna Giordano (May 21, 2026 15:45:21 CDT) Jesica McEachern Assistant City Manager 05/21/2026 Date nn o F FogT°nnp ��9dd Attest: 046 p aC1,nEXPSo'�' Jannette Goodall, City Secretary (Seal) M&C: 26-0353 Date: May 12, 2026 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring a[I performance and reporting requirements. Bijay 8c�'ayUGth�'e� preti (Ma 19, 2026 12:26:53 CDT) Bijay Upret i, A E. Sr Professional Engineer Approved as to Form and Legality: Douglas Black (May 21. 2026 15:43.44 CDT) Douglas W. Black Sr. Assistant City Attorney APPROVAL RECOMMENDED: christopher Rarder Christopher Harder (May 19, 2026 12:31:10 CDT) Chris Harder, P.E. Director, Water Department CITY OF FORT WORTH 11611y-Nordic de Cosh Iron Water Alain Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CFN 105068-1 Revised September 19, 2025 (effective September I, 2025) 11061 13- 1 PFRYORMAN'CI; BOND finge I of 2 Bond 11256271SYB1285 1 SECTION U[I G1 13 2 11HUMMAN(. T3ONI) 3 d THE STATE OIL TEXAS § 5 § KNOW AM, BY TIJESE PRESI?NTS: G COUNTY Or TAR.RANT § 7 8 That we, S.Y.13 Construction Co. hic.,, known as "Principal" herein and 9 The Hanover Insurance Company a corporate skirety(strreties, if more than 10 one) duly authorized to do 1JUSiness in the Statc of Texas. known as "Surety' herein (whether one I I or more), are held and lirnlly bound unto the City of Port Worth, a municipal corporation created 12 pursuant to the laws of Texas, known as —City" herein, in the pencil SLIM of, Nineteen Million Six 13 Hundred Ei-ht Thousand Forty-five Dollars and 851100 ($19,608,045.85), lawful money of the la United States, to be 1jaid in I-ort Worth, Tarrant CnUnty, Texas for the payment of which s0111 well 15 Und truly to be made, we bind out selves, our heirs, executors, adntin`lstrators, successors and If assigns, jointly and severally, firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City awarded 18 the 12th day of May , 20 26, wrrhiclll Contract is hereby referred to and made a part 19 hereof for all purposes as if fully set forth herein, to Furnish all materials, equipment labor and other 2t) accessories defined by law, in the prosecution of the Work, including any Change Orders, as 21 provided for in said Contract designated as Holtr-AVorflunte cus1 Iron II'rrtep- A,(r.iin Jiepkrcemerlls 22 PaN 1, C'iry, Projecl Mairber-: 105068. 23 IY()W, THEREFORE, the condition of this obligation is such that If the said I31'lllclpal 24 shall faithfully perform it obligatI011s 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 daring any period of 27 extension of the Contract that may be granted oil the Dart 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 tiled on this Bond, venue shall lie ilt 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31. Worth Division. CITY OF FORT WORT 1-1 I/a11ti•-.w'a,-Ih.rlrh• Cam h°wr 11'ah-r ;I hair Rays a ventems Parl 1 STANDARD CONSTRUCTION SPECIrICATION DOCUMFN1'S CO— Prayed No. 10J068-1 Revised Deceniticr 8, 2023 04161 13 -2 N"RFilltNIANC E BOND Inge 2 (,r 2 1 -rll1s bond is inade and executed In colnphance with the provisions of Chapter 2253 cif the 2 Texas Govcrnnient Code, as amended, and all liahilitics on this bond shall he determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the. Surety have SIGNED and SEALED this 5 inslrunaent by duly authorized agents and officers on this the 12th day of _ May 6 120 26. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 A.t....S1: ( cipal} Secretary 4 Witness as to Principal wittaess as to Surety MK Crowley PRINCIPAL: SYB Construction Co., Inc. BY: inak tkl' Brian Wand, Vice President — Name and "Title Address: 1017 South FM 157 Venus, TX 76084 SURETY: The Hanover Insurance Company BY - Jack M Crawley, Attorney in Fact Nance atld Title Address: 500 N Akard Street, #4300 Dallas. TX 75201 Telephone Number: 972-385-9800 Email Address: Jack.Crowley@wt+wco.corn *Note: If signed ley an officer of the Surety Company, there nukst be can file: a certified extract from the by-laws showing that this person has authority to sign such obligation. If Sttt'ety S physical address is different from its mailing address, both must be provided. The date of [lie bond shall not be prior to the date the Contract is awarded. C'I I'Y 01: FC7ti''i WORTH Halli•-Nwrihshle first Iran Water Alidn Rephw njents Part l STANDARD CONSTRUCTION SPECIFICATION DOC L)MLNTS On' Projec l rvn, 105068-I Revised December $. 202?I 0061 14-2 PAYXIEW HCIND Page 2 W' 2 I IN WI"TNFSS WHEREOF, the Principal and Surely have each SiGNFD and S1 AI ED 2 this instrument by duly' authorized agents and officers on this the 12th day of 3 4 5 6 7 8 9 l0 12 May 2026 ATTEST: nc:ipal) Secretary -- (� "U 1�� Witoess as to Pri11CipaI ATTEST: Sur t Seerctai Witness as to Surety K Crawley PRINCIPAL: SYB Construction Co., Inc. BY: Signature Brian Wood, Vice President Name and Title Address: 107 South FM 157 Vends, TX 76084 SL)RE I,Y: The Hanover Insurance CompAny BY: Signet Jack M Crowley, Attorney in Fact Nance and Title Address: 500 N Akan# Street, #4300 Gallas, TX 75201 Telephone NLulib+er: 972-385-9800 Email Address: Jack.Crowley@wtwco.com Note: If signed by an officer of the Surety, there mast be on File a certified extract from the bylaws showing that this person has authority to sigh such obligation. If Surety's physical address is different from its mailing address, both niust be provided. The date of the baud shall not be prior to the dale the Contract is awarded, END O F" SiE',CTION CITY OI' FORT WORTH thdir-,1'crdisikCavl h-on It ir1.,r:fl.rl'rr Rephl""mems Para 1 STAt*!f)MID CONSTRUCTION SPECIFICATION D()CI WIFNTS (III- Prom o Number; 10500-1 Revised December S. 2023 OU 61 Nr - I AAINTFNANC1. IhllNii Ptipc i of 3 Boyd 11256271SYB1265 l SECTION 00 6119 2 MAINTENANCE E BOND 3 4 THE STATE. OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: G COUNTY OF TARR ANT § 7 That we S.Y.13 Construction Co., inc.. known as "Principal" herein and The Hanover Insurance Company _ _'a Corporate surety (sureties, if more than 9 one) drily atithorized tia do hkisiiiess Ili the .State of Texas, known as "Stirety" herein (whether one 10 or Itulre). are lield and firmly bound unto the City of Fort Werth, a Illuilicip"ll corporalic ll created 1 I pursuant to the laws of the State of Texas, know-n as "City' hcrcia, ill tlle shill of Nineteen Million 12 `six l ltmdred light Thousand Party -Five Dollars aild 85/100 ($19,608,015.85), lawful Money of 13 tile United States, to he paid in Fort Worth, Tarrant Cakinty, Texas, for payment of which skim well 14 and trtily be ulacle unto the City aild its successors, we hind ourselves, our heirs, executors, 15 administrators. successors and assigns. jointly and :severally. firmly by tllesse presents. 16 17 WHEREAS, the Principal has entered into a certain written contract with the City awarded 18 the 12th day of_- -- May 20 26 . wIlicli Colltract is hereby 19 referred to and a iilade: part liereof fear all purposes as if fully set forth herein, to fueuish all materials, 20 equipment laboraiicl othei—accessories asdefined by law, in the prosecution ofthe Work, including 21 any Work resulting From a cluly milhorized Change Order (collectively herein, the "Work") its 72 provided fol` in said contract and desigiinted as Holly-i%lur'Ihside Cusl Iron I-Vater• A-luiit 23 Wphr["currents Part 1, [.'rti, Prgjecf Number: 105068-1; and 24 25 WHEREAS, PH116}lal bindS itself to use Stich tniate:rlals and to so construct the Work Ill 26 accordance with the plans, specifications and Contract Documents that the Work is and will remain 27 free from defects ill materials or workmanship for and dining the period of hvo (2) years after the 28 date of Final Acceptance of the Work by the City ("Maintenance Period"); and 29 30 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole car ill part upon 31 receiving notice G•oni the City of the need therefor at any time within tile Maintenance Period. 32 CITY 01; FORT WORTH 11o4i*-A'arrhshk Cast h-un If iirer.ticrrrr ICeplucenwous Part I STAitii ARD CONSTRUC" 10N SPECIFICKNON l7MI-INIENiS Cqv Pruret r,1iomber. 1Cr30684 Revised Septemlkr 19. 102N 2 3 4 5 6 7 8 10 11 12 13 1-1 15 16 17 19 19 20 21 22 23 ?4 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 EwAIN"IT NANCT l.i€]NI.) Page 3 IN WITNESS VIrIIERE—t1F. the Principal and the Surety, have each SIGNED aril SFALED this instrnitlent byr duly authorised agents and officers on this the 121h day of aril :al) S eretary - 61ov,—ICLS-t-o VItcipal ATTEST: Crawley May PRINCIPAL: SYB Construction Co., Inc. BY: Signature Brian Wood, Mice President -_ - blame and Title Address: 1017 South FM 1-57 Venus, _ -MW SURETY: The Hanover Insurance Company BY: Si re I Jack M Crowley, Attorney in Fact Nanic and Title -- Address: 500 N Akard Street, #4300 Dallas,7E201 -- Telephone Number: 972-385-9800 Email ,Address: Jack.CrowleyCvwtwco.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 obligatiojl. if Surety's physical address is different from its mailing address. both ninst be provided. The date of the band shall not be prior to the date the Contract is awarded. CITY OF KJRT 1VORT I I Hook-Arnrlftside Cast kan tlarur .tlrrrrr fiejrlcrcerrrerNs f'rrr•I I STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'T'S ('rr)' Project A'rerrher: lIlSC 18-1 Re►=feed September 19. 2025 THE HANOVER INSURANCE COMPANY MASSACHUSETTS SAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS. - That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the taws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, (hereinafter individually and collectively the "Company") does hereby constitute and appoint, Jack M. Crowley, Laurie Pflug, Misty Witt, Holly Clevenger andlor Christine Clinger Of Willis Towers Watson Insurance Services West, Inc of Dallas, TX each individually, if there be more than one named, as its true and lawful attorney(s)- in•fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, In pursuance of these presents, shall be as binding upon the Company as If they had been duly signed by the president and attested by the secretary of the Company, in their own proper persons. Provided however, that this power of attorney limits the acts of those named herein; and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States, not to exceed Fifty Million and Nof100 ($50,0 0,000) in any single instance That this power Is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions remain In full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys -in -fact of the Company, in Its name and as It acts, to execute and acknowledge for and on its behalf as surety, any and ail bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys -in -fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 19$1 — The Hanover insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 —Citizens Insurance Company of America and affirmed by each Company on March 24, 2014) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS 'BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 22nd day of April 2025 J hr llauuscr luxuriact f.umpao? Mamairbosem R&I fu aviesce Copley 0thllf,s butYRNCI Company of Awerks Ve K MwTeckl, Hk* Nroakkni STATE OF CON NECTtCUT ) COUNTY OF HARTFORD th► HADatrr la.wranCt Lorr,Wan,) a iKkonfu I3rr lesuraace Compaa) t d rs tasu ace Compan) of Arnerku Item R. ttlundoza, Vlcv President On this 22nd day of April, 2025 before me came the above named Executive Vice President and Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their Signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. KATHLEEN J �4Rlt RJf Notwy � f tstll my �i7Rltf i of stifle 1Waft sew"'1 2027 fn�M' ■ KnIqlaon M,31mrd,4 ' ota�u b llc my co mission expires, 52ttrmber 2, 2027 I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attomay are still in force and effect. a� GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this/, day of� CERTIFIED COPY lkt)lr,a lrrawnnce crape+ y H t is t3rll ins raa 6 raacr Amedaa�-=�. ■ Rowrddcr. Vitt HAThe nC over The Hanover Insurance company 1 440 uncoin Street Worcester, MA 01653 Insurance GroupO allms Insurance Company of America 1+645 West Grand River Avenue, Howell, fN148 843 Texas Complaint Notice IMPORTANT NOTICE To obtain information or make a complaint: You may call The Hanover Insurance Company/Citizens Insurance Company of America's toll -free telephone number for information or to make a complaint at: 1-800-608-8141 AVISO IMPORTANTE Para obtener informacion a para someter una gueja: Usted puede Ilamar al numero de telefono gratis de The Hanover Insurance Company/Citizens Insurance Company of America's para informacion o para someter una queja al: 1-800-608-8141 You may also write to The Hanover Insurance Company/ Usted tambien puede escribir a The Hanover Insurance Citizens Insurance Company of America at: Company/Citizens Insurance Company of America al: 440 Lincoln Street Worcester, MA 01615 Ydu may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. ©, Box 149104 Austin, TX 78714-9104 Fax: (51.2) 475-1771 Web: http://wwwtdi.texas.gov E-mail. ConsumerProtection@tdi.state.tx,us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the com- pany first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTWE TO YOUR POLICY: This notice is for information only and does not become a part or con- dition of the attached document. 440 Lincoln Street Worcester, MA 01615 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. 0. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texngov E-mail: ConsumerProtection@tdi.state.tx.us DISPUTAS SORE PRIMAS O RECLAMOS: Si tiene una disputa concemiente a su prima o a un rec- lamo, debe comunicarse con el agente o la compania. primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. 191-1457 (5/19,) 006125-1 CERTIFICATE OF INSURANCE Page 1 of 1 SECTION 00 6125 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2 — Preliminary Matters......................................................................................................................... 7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work.......................................................................................................................... 8 2.04 Before Starting Construction........................................................................................................ 8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting.............................................................................................................................. 8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 Article 3 — Contract Documents: Intent, Amending, Reuse............................................................................ 8 3.01 Intent.............................................................................................................................................. 8 3.02 Reference Standards...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies....................................................................................... 9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................ I I Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5 — Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance, Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6 — Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment........................................................................................... 20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and "Or-Equals"....................................................................................................... 21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties........................................................................................................... 26 6.09 Permits and Utilities.................................................................................................................... 27 6.10 Laws and Regulations................................................................................................................. 27 6.11 Taxes...........................................................................................................................................28 6.12 Use of Site and Other Areas....................................................................................................... 28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs............................................................................................. 30 6.17 Emergencies and/or Rectification............................................................................................... 30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work................................................................................................................... 32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification......................................................................................................................... 33 6.22 Delegation of Professional Design Services..............................................................................34 6.23 Right to Audit.. : ... * ............... .............. * ............. .............. ... ..... 34 6.24 Nondiscrimination.......................................................................................................................35 Article 7 - Other Work at the Site................................................................................................................... 35 7.01 Related Work at Site................................................................................................................... 35 7.02 Coordination................................................................................................................................36 Article 8 - City's Responsibilities................................................................................................................... 36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due............................................................................................................................ 36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals.............................................................................................. 36 8.07 Limitations on City's Responsibilities....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program............................................................................................... 37 Article 9 - City's Observation Status During Construction...........................................................................37 9.01 City's Project Manager............................................................................................................37 9.02 Visits to Site................................................................................................................................ 37 9.03 Authorized Variations in Work.................................................................................................. 38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 Article 10 - Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work............................................................................................... 38 10.02 Unauthorized Changes in the Work........................................................................................... 39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety.................................................................................................................. 39 10.06 Contract Claims Process.............................................................................................................40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost of the Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................ 46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................ 48 13.02 Access to Work........................................................................................................................... 48 13.03 Tests and Inspections.................................................................................................................. 48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................ 50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 - Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments...................................................................................................................... 52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release........................................................ 56 14.09 Waiver of Claims........................................................................................................................ 57 Article 15 - Suspension of Work and Termination........................................................................................ 57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause................................................................................................... 58 15.03 City May Terminate For Convenience.......................................................................................60 Article 16 - Dispute Resolution...................................................................................................................... 61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 Article 17 — Miscellaneous ............... 17.01 Giving Notice ............... 17.02 Computation of Times, 17.03 Cumulative Remedies., 17.04 Survival of Obligations 17.05 Headings ....................... CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 ................................. 62 ................................. 62 ................................. 62 ................................. 62 ................................. 63 ................................. 63 00 72 00 - 1 GENERAL CONDITIONS Pagel of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 2 of 63 12. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 18. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price —The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 21. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 22. Contractor —The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 3 of 63 24. Damage Claims — A demand for money or services arising from the Project or Site from a third parry, City or Contractor exclusive of a Contract Claim. 25. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 32. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 4 of 63 37. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 38. General Requirements —Sections of Division 1 of the Contract Documents. 39. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 42. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 44. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs —Polychlorinated biphenyls. 48. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 49. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 5 of 63 50. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 51. Project —The Work to be performed under the Contract Documents. 52. Project Manager —The authorized representative of the City who will be assigned to the Site. 53. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 55. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 56. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 57. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 58. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 59. Site —Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 60. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 61. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 6 of 63 62. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Substantial Completion — The stage in the progress of the Project when the Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier=A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69 Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms orAdjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to the Public Meeting if scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are subnuttcd to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting parry to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named i£ a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Small Business Goal Compliance: It is City policy to foster competition, expand the supplier base, and promote and encourage the participation of small business firms in the City's contracting opportunities. If the Contract Documents provide for a small business goal, Contractor shall comply with the City's Small Business Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a contracted small business and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted small businesses without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by the small business(es). Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for the disqualification of the Contractor to bid on future contracts with the City for a period of not less than one year. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 25 of 63 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Affadavit. Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code related to paying prevailing wage rates on completion of the project. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: htWs://comptroller.texas.gov/taxes/permit/ 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the parry making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.1 or specifically covered by Paragraph 11.0LAA, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs I1.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 UnitPrice Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if- 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.0l.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.0l.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.Q. C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.0l.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0l.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work maybe rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as described in subsection C. unless otherwise stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor; or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective or completed Work has been damaged by the Contractor or subcontractors requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement will be assessed against the monies due the Contractor, not as a penalty, but as damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any part of the Work which has specifically been identified in the Contract Documents, or which City determines constitutes a separately functioning and usable part of the Work that can be used for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final -Inspection A. Upon written notice from Contractor that the entire Work is Substantially Complete in accordance with the Contract Documents: 1. Within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective ("Punch List Items"). Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification to the City of Substantial Completion and the date of Final Inspection. 1. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 2. Should the City concur that Substantial Completion has been achieved with the exception of any Punch List Items, Contract Time will resume for the duration it takes for Contractor to achieve Final Acceptance. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments for employees, subcontractors, and suppliers; and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirins, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — NUSCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 72 00 - 1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 73 00 SUPPLEMENTARY CONDITIONS SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions Page 1 of 6 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01 A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of January 21", 2026: 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 Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 6 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 January 2I'Y, 2026 EXPECTED UTILITY AND LOCATION OWNER None TARGET DATE OF ADJUSTMENT The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: 1) Pavement Core Report, dated 8/25/2025, prepared by Alpha Testing, a consultant of the City, providing additional information on pavement type and thickness. The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None. SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None. SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: Freese and Nichols, Inc. (3) Other: None SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit SC-5.04B., "Contractor's Insurance" CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 6 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" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks: None The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract $N/A $N/A X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 6 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on arailroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07 A.., "Duty to pay Prevailing Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2013 Prevailing Wage Rates for Heavy and Highway Construction Projects A copy of the table is also available by accessing the City's website at: httys:Hapi)s.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: 1. Construction General Permit TXR150000 2. Street Use Permit SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: 1. TxDOT Permit — Ephriham Avenue Crossing CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 6 SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of January 21 ", 2026: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority Kimley-Horn and Associates, NE 23`d Street/N Calhoun Street Victoria Burbridge, P.E. Inc. Intersection: 36" water line Will Weidman, P.E. connection CPN103497 Awarded Contractor, Bid Opening August 2026 GFT, Inc. NW 23' Street/Ellis Avenue Mike Hobbs, P.E. Intersection: 36" water line Brent E. Shimanek, P.E. connections, 12" water line, 24" CPN103751 Awarded water line, water line Contractor, Bid Opening abandonment, and water meter February 2026 reconnections RLG, Inc. NW 271 Avenue/Ephriham Ashleigh Moreland, P.E. Avenue Intersection: Future 24" CPN103499 Awarded water line connection Contractor, Bid Opening TBD SC-8.01, "Communications to Contractor" None SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Bijay Upreti, P.E., or his/her successor pursuant to written notification from the Director of Water Department. SC-13.03C., "Tests and Inspections" None. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS SC-16.01C.1, "Methods and Procedures" None. END OF SECTION Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. 3/9/2020 D.V. 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 Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 19, 2025 DIVISION 01 GENERAL REQUIREMENTS 011100-1 SUMMARY OF WORK SECTION 011100 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 012500-1 SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 4. No additional contract time will be given for substitution. Substitution will be rejected if a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By Date Remarks Date Rejected CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 012975-1 MATERIALS ON HAND SECTION 0129 75 MATERIALS ON HAND PART1- GENERAL 1.1 SUMMARY Pagel of 3 A.This section should be used if payment is requested based on materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing (Materials On Hand). B.Payment for Materials On Hand (MOH) may be made for non-perishable materials that are considered long lead-time items and have been approved for MOH payment. 1.2 SECTION INCLUDES: A.Materials approved for MOH payment are as follows: 1. Water & Sewer Pipe greater than or equal to 24" diameter 2. Water Valves greater than or equal to 36" diameter 3. Reinforced Concrete Pipe greater than or equal to 84" diameter 4. Reinforced Concrete Box greater than or equal to 8' x 6' 5. Traffic Signal Poles, Masts, and Cabinets 6. Street Light Poles B. Requirements for MOH 1. Materials must be stored on -site for a minimum of two (2) progress payment cycles to qualify for MOH reimbursement. If materials are expected to be stored for a shorter duration, MOH will not be paid. 2. For materials on Hand to be paid for, required submittal must been submitted and approved. No MOH will be paid when MOH submittal have not been approved. 3. MOH must be stored in accordance with approved submittal requirements. 4. The contractor must maintain the proper insurance and retain the duty to protect the materials per the included material specification or equipment per the manufacturer's specifications. C. The City may permit material storage at a third -party facility, provided the facility is bonded and insured. Any off -site storage location must receive prior written approval from the City Project Manager. A copy of the written approval must be included with the corresponding pay application. D.Deviations from this City of Fort Worth Standard Specification 1. None. E. 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 Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 19, 2025 012975-2 MATERIALS ON HAND Page 2 of 3 [!Ic ' '� ���I��i'I1���I►M�]��Zy �I �ll1►� xy A.Measurement and Payment 1. Measurement and Payment a. The material furnished in accordance with the specific item for which MOH is allowed shall be measured and paid by the Lump Sum. 2. The price shall include: a. Invoiced Cost of material ONLY 1.4 REFERENCES [NOT USED] 1.5 ADMINISTRATIVE REQUIREMENTS A.A Change Order will be necessary. It will deduct the Bill of Sale quantity from the original Furnish and Install quantity and add two separate line items —one for Furnish and one for Install —each with its corresponding pricing. [MIMYi 1 V 1 y0y\�1 A.Contractor shall submit a Bill of Sale for the materials on hand properly identifying the Project which shall be attached to the pay application and applicable materials to be circled or highlighted, properly added up and totaled in documentation. B. Submittals shall be in accordance with Section 01 33 00. C.All submittals shall be approved by the Engineer or the City prior to delivery and/or fabrication for specials. 1.7 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A.Written agreement for offsite storage location 1.8 CLOSEOUT SUBMITTALS [NOT USED] A.Maintenance Contracts B. Operation and Maintenance Data C. Warranty Documentation D.Record Documentation 1.9 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.10 QUALITY ASSURANCE A.The City shall confirm that the material or equipment conforms to specifications and is properly marked and secured. B. City's decision on what quantity of received material is to be paid is final. 1.11 DELIVERY, STORAGE, AND HANDLING A.Title to the materials on hand passes automatically to the City of Fort Worth upon delivery. B. The risk of loss for the material or equipment does not pass to the City until the associated Work is accepted. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 19, 2025 012975-3 MATERIALS ON HAND Page 3 of 3 1.12 DELIVERY AND ACCEPTANCE REQUIREMENTS A. Storage and Handling Requirements B.Packaging Waste Management 1.13 FIELD [SITE] CONDITIONS [NOT USED] A.Ambient Conditions B. Existing Conditions 1.14 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 19, 2025 SECTION 013119 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013119-1 PRECONSTRUCTION MEETING Pagel of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 1, 2025 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 0132 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. Final Acceptance hh. Final Payment ii. Questions or Comments CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 1, 2025 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 17\;711�c� i►ai[�Iill Y [�7�iw►`[I71 Ili�y i17� 10401XII OM xM 11110 Revision Log DATE NAME SUMMARY OF CHANGE 9/l/2025 M Owen Deleted Section 1.4 B.5..hh, due to new Small Business Ordinance CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 1, 2025 SECTION 013120 PROJECT MEETINGS 7\ R 61 0101!U& 1 1.1 SUMMARY A. Section Includes: 013120-1 PROJECT MEETINGS Page 1 of 3 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 013120-2 PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts £ Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions in. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 013120-3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] f It►` IX11 �11 x40 IITO 0i Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 013216-1 CONSTRUCTION PROGRESS SCHEDULE SECTION 013216 CONSTRUCTION SCHEDULE PART1- GENERAL 1.1 SUMMARY Page 1 of 10 A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance Document B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements D. Purpose The City of Fort Worth (City) is committed to delivering quality, cost-effective infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a properly structured schedule with accurate updates. This supports effective monitoring of progress and is input to critical decision making by the project manager throughout the life of the project. Data from the updated project schedule is utilized in status reporting to various levels of the City organization and the citizenry. This Document complements the City's Standard Agreement to guide the construction contractor (Contractor) in preparing and submitting acceptable schedules for use by the City in project delivery. The expectation is the performance of the work follows the accepted schedule and adhere to the contractual timeline. The Contractor will designate a qualified representative (Project Scheduler) responsible for developing and updating the schedule and preparing status reporting as required by the City. 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 2. Non-compliance with this specification is grounds for City to withhold payment of the Contractor's invoices until Contractor achieves said compliance. 1.3 REFERENCES A. Project Schedules CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised October 6, 2023 0132 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 Each project is represented by City's master project schedule that encompasses the entire scope of activities envisioned by the City to properly deliver the work. When the City contracts with a Contractor to perform construction of the Work, the Contractor will develop and maintain a schedule for their scope of work in alignment with the City's standard schedule requirements as defined herein. The data and information of each such schedule will be leveraged and become integral in the master project schedule as deemed appropriate by the City's Project Control Specialist and approved by the City's Project Manager. Master Project Schedule The master project schedule is a holistic representation of the scheduled activities and milestones for the total project and be Critical Path Method (CPM) based. The City's Project Manager is accountable for oversight of the development and maintaining a master project schedule for each project. When the City contracts for the design and/or construction of the project, the master project schedule will incorporate elements of the Design and Construction schedules as deemed appropriate by the City's Project Control Specialist. The assigned City Project Control Specialist creates and maintains the master project schedule in P6 (City's scheduling software). 2. Construction Schedule The Contractor is responsible for developing and maintaining a schedule for the scope of the Contractor's contractual requirements. The Contractor will issue an initial schedule for review and acceptance by the City's Project Control Specialist and the City's Project Manager as a baseline schedule for Contractor's scope of work. Contractor will issue current, accurate updates of their schedule (Progress Schedule) to the City at the end of each month throughout the life of their work. B. Schedule Tiers The City has a portfolio of projects that vary widely in size, complexity and content requiring different scheduling to effectively deliver each project. The City uses a "tiered" approach to align the proper schedule with the criteria for each project. The City's Project Manager determines the appropriate schedule tier for each project, and includes that designation and the associated requirements in the Contractor's scope of work. The following is a summary of the "tiers". 1. Tier 1: Small Size and Short Duration Project (design not required) The City develops and maintains a Master Project Schedule for the project. No schedule submittal is required from Contractor. City's Project Control Specialist acquires any necessary schedule status data or information through discussions with the respective party on an as -needed basis. 2. Tier 2: Small Size and Short to Medium Duration Project The City develops and maintains a Master Project Schedule for the project. The Contractor identifies "start" and "finish" milestone dates on key elements of their work as agreed with the City's Project Manager at the kickoff of their work effort. The Contractor issues to the City, updates to the "start" and "finish" dates for such milestones at the end of each month throughout the life of their work on the project. 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised October 6, 2023 0132 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 The City develops and maintains a Master Project Schedule for the project. The Contractor develops a Baseline Schedule and maintains the schedule of their respective scope of work on the project at a level of detail (generally Level 3) and in alignment with the WBS structure in Section I AH as agreed by the Project Manager. The Contractor issues to the City, updates of their respective schedule (Progress Schedule) at the end of each month throughout the life of their work on the project. C. Schedule Types Project delivery for the City utilizes two types of schedules as noted below. The City develops and maintains a Master Project Schedule as a "baseline" schedule and issue monthly updates to the City Project Manager (end of each month) as a "progress" schedule. The Contractor prepares and submits each schedule type to fulfill their contractual requirements. Baseline Schedule The Contractor develops and submits to the City, an initial schedule for their scope of work in alignment with this specification. Once reviewed and accepted by the City, it becomes the "Baseline" schedule and is the basis against which all progress is measured. The baseline schedule will be updated when there is a change or addition to the scope of work impacting the duration of the work, and only after receipt of a duly authorized change order issued by the City. In the event progress is significantly behind schedule, the City's Project Manager may authorize an update to the baseline schedule to facilitate a more practical evaluation of progress. An example of a Baseline Schedule is provided in Specification 01 32 16.1 Construction Project Schedule Baseline Example. 2. Progress Schedule The Contractor updates their schedule at the end of each month to represent the progress achieved in the work which includes any impact from authorized changes in the work. The updated schedule must accurately reflect the current status of the work at that point in time and is referred to as the "Progress Schedule". The City's Project Manager and Project Control Specialist reviews and accepts each progress schedule. In the event a progress schedule is deemed not acceptable, the unacceptable issues are identified by the City within 5 working days and the Contractor must provide an acceptable progress schedule within 5 working days after receipt of non -acceptance notification. An example of a Progress Schedule is provided in Specification 0132 16.2 Construction Project Schedule Progress Example. D. City Standard Schedule requirements The following is an overview of the methodology for developing and maintaining a schedule for delivery of a project. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised October 6, 2023 0132 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 Schedule Framework - The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Compliance with cost loading can be provided with traditional cost loading of line items OR a projected cost per month for the project when the initial schedule is submitted, updated on a quarterly basis is significant change is anticipated. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. E. Schedule File Name All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number _Project Name —Baseline Example: 101376 North Montgomery Street HMAC_Baseline Progress Schedule File Name Format: City Project Number —Project Name_YYYY-MM Example: 101376 North Montgomery Street FIMAC_2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number Project Name PN_YYYY-MM Example: 101376 North Montgomery Street HMAC_PN_2018_01 F. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water G. Schedule Calendar CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised October 6, 2023 0132 16 - 5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 The City's standard calendar for schedule development purposes is based on a 5-day workweek and accounts for the City's nine standard holidays (New Years, Martin Luther King, Memorial, Juneteenth, Independence, Labor, Thanksgiving, day after Thanksgiving, and Christmas). The Contractor will establish a schedule calendar as part of the schedule development process and provide to the Project Control Specialist as part of the basis for their schedule. Variations between the City's calendar and the Contractor's calendar must be resolved prior to the City's acceptance of their Baseline project schedule. H. WBS & Milestone Standards for Schedule Development The scope of work to be accomplished by the Contractor is represented in the schedule in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the development of the schedule activities and shall be imbedded and depicted in the schedule. The following is a summary of the standards to be followed in preparing and maintaining a schedule for project delivery. 1. Contractor is required to utilize the City's WBS structure and respective project type template for "Construction" as shown in Section 1.4.1-1 below. Additional activities may be added to Levels 1 - 4 to accommodate the needs of the organization executing the work. Specifically, the Contractor will add activities under WBS XXXXXX.80.83 "Construction Execution" that delineates the activities associated with the various components of the work. 2. Contractor is required to adhere to the City's Standard Milestones as shown in Section 1.4.I below. Contractor will include additional milestones representing intermediate deliverables as required to accurately reflect their scope of work. I. Schedule Activities Activities are the discrete elements of work that make up the schedule. They will be organized under the umbrella of the WBS. Activity descriptions should adequately describe the activity, and in some cases the extent of the activity. All activities are logically tied with a predecessor and a successor. The only exception to this rule is for "project start" and "project finish" milestones. The activity duration is based on the physical amount of work to be performed for the stated activity, with a maximum duration of 20 working days OR a continuous activity in one location. If the work for any one activity exceeds 20 days, break that activity down incrementally to achieve this duration constraint. Any exception to this requires review and acceptance by the City's Project Control Specialist. J. Change Orders When a Change Order is issued by the City, the impact is incorporated into the previously accepted baseline schedule as an update, to clearly show impact to the project timeline. The Contractor submits this updated baseline schedule to the City for CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised October 6, 2023 0132 16 - 6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. 3. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. K. City's Work Breakdown Structure 1.`l &Y 01r�IATA 330r, IT. XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXX'XXX.30.20 Conceptual Design (30%) XXX0X.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure L. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised October 6, 2023 0132 16 - 7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 Activity ID Activity Name Design 3020 Award Design Agreement 3040 Issue Notice to Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting #1 (required) 3170 Conceptual Design Complete 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Public Meeting #2 (required) 3260 Preliminary Design Complete 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3330 Conduct Design Public Meeting #3 (if required) 3360 Final Design Complete ROW & Easements 4000 Right of Way Start 4230 Right of Way Complete Utility Relocation 7000 Utilities Start 7120 Utilities Cleared/Complete Construction Bid and Award 8110 Start Advertisement 8150 Conduct Bid Opening 8240 Award Construction Contract Construction Execution 8330 Conduct Construction Public Meeting #4 Pre -Construction 8350 Construction Start 8370 Substantial Completion 8540 Construction Completion 9130 Notice of Completion/Green Sheet 9150 Construction Contract Closed 9420 Design Contract Closed 1.4 SUBMITTALS A. Schedule Submittal & Review The City's Project Manager is responsible for reviews and acceptance of the Contractor's schedule. The City's Project Control Specialist is responsible for ensuring alignment of the Contractor's baseline and progress schedules with the Master Project Schedule as support to the City's Project Manager. The City reviews and accepts or rejects the schedule within ten workdays of Contractor's submittal. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised October 6, 2023 0132 16 - 8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in.xls or .xlsx format in compliance with the sample layout (See Specification 0132 16.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial & Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose at least 5 working days prior to Pre Construction Meeting. The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format & WBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing (within five workdays) their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule (Progress Schedule) by the last day of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re -submits the corrected Progress Schedule within 5 workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete • Float • Activity Logic (dependencies) • Critical Path • Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised October 6, 2023 0132 16 - 9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 B. Monthly Construction Status Report The Contractor submits a written status report (referred to as a progress narrative) at the monthly progress meeting (if monthly meetings are held) or at the end of each month to accompany the Progress Schedule submittal, using the standard format provided in Specification 01 32 16.3 Construction Project Schedule Progress Narrative. The content of the Construction Project Schedule Progress Narrative should be concise and complete to include only changes, delays, and anticipated problems. C. Submittal Process • Schedules and Monthly Construction Status Reports are submitted in in the City's document management system in the location dedicated for this purpose. • Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules or construction status reports are required from the Contractor. 1. 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.6 CLOSEOUT SUBMITTALS [NOT USED] 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.8 QUALITY ASSURANCE A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.10 FIELD [SITE] CONDITIONS [NOT USED] 1.11 WARRANTY [NOT USED] 1.12 ATTACHMENTS Spec 01 32 16.1 Construction Project Schedule Baseline Example Spec 0132 16.2 Construction Project Schedule Progress Example Spec 01 32 16.3 Construction Project Schedule Progress Narrative CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised October 6, 2023 0132 16 - 10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule specifications. 10/06/2023 Michael Owen Added "Juneteenth" to list of City Holidays under 1.3 G. "Schedule Calendar" CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised October 6, 2023 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 SECTION 0133 00 SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 SUBMITTALS Page 1 of 8 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 01 33 00 - 2 SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: [IZCZGi1ZIZ1a1Z: C 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 1/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 013300-3 SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 01 33 00 - 4 SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City fords to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 013300-6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 013300-7 SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 013300-8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 o w ¢ o o m o E o a Y u u a w w ;o INd O m a 0 iviwyug3 u AM e F 0 c Y 120 i a - Q a 42 sugpv3!juads puv •sllviao 7no�iv7 suOl;Oln7ln3 Q Wv sunl]O3!1!jIa.1 X X X X X x X X X X X X X a Q spoday isal x x x x x x dn�l�o!N cc Q a saldwvs x a ,a a Q v vivo piway x x x x x x x {A v.7vo 33npoJd xxxxxxx xx x x xxxx xx xxxxxxxxx 4-1 6u!mojo dogs III x x x x 3 anpvps!unully x x x x x x x N L O O H v M e wl 1. Q u o.` v O v as�� _- o u 3 v o--- G >„ w o o o °« 4� °12 o v o m a __ 'm > na �'a E� m - o a 0 �n a co m - `_ o 02 o:E' o > j `�^ 'E f= u- > > ° z v a o p o a. 0 '^ o o E o. E o °' °' o 0 v ,� m c« '`° u c O - +_ 3 D O pp v', u v, u u o d u u u N d u a a u u u m u m v— u LL u__ p o m o o 2 3 W M¢ u u o `.�° "' .°ii o ,~ rO1v is d o^ o .i o m 0 0� o m ,� `,�° ry m N ry N �o ry 0 0 0 .i ry o o N N o O n m ti^ m w o m en ti m a c ti ry ry N O O O o O o O o o o O o O o O o O . 0 0 0 0 0 0 0 0 0 o M r� m en m m m m m m O Z o U � e � O m •O � L T m s Y L M G O z a 7 u CALL u' T 0 EE z' 0 u o w G o o m o E o a Y u a a u a a O IM N a 0 JOjJOJjOOJ 'Ij!3 c E E u° H c x i o a - Q a 42 suopnJ!JnadSpuo 'sl!oyaa anoAn7 suo!yolmjl D aV suopoJ!jq'a� x x X v syJoday jsal ^ cc o dnpolV Q saldwoS Q Qoynd v pJooay {A njop J-PO'd x x x x x 6urmoJp doys 4-1 4-1 a C an!yoJjsry!wpy x Q N L O O H V M o � � n � m 0 N - H a o - ° v vy t7 o m 0 r oo � m `0 3 u 6 '� o ~ Oo LZ a r %D Ln o o o 0 o m O a " Z U N v o � � v .O g L to n O T ' _ 'u m s O 41 L � OY 2 E A LL 013513-1 SPECIAL PROJECT PROCEDURES SECTION 0135 13 SPECIAL PROJECT PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 8 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. 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 12 25 — Connection to Existing Water Mains 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) Additional Insurance 5) Insurance Certificates 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. 2. Railroad Flagmen a. Measurement CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1) Measurement for this Item will be per working day. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for each working day that Railroad Flagmen are present at the Site. c. The price bid shall include: 1) Coordination for scheduling flagmen 2) Flagmen 3) Other requirements associated with Railroad 3. All other items a. Work associated with these Items is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination with the Texas Department of Transportation When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Pen -nit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 E. Water Department Coordination During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to beginning any construction activity on each block in the project area. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 0135 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) City of Fort Worth Door Hangers will be provided to the Contractor for distribution with their notice. 4) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 5) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer and door hangers are delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 Revision Log 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 3/1 1 /21022 M Owen Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 013513-7 SPECIAL PROJECT PROCEDURES EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: Page 7 of 8 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 1�7_I_I_�/I�Y�[.'I�11�►�:/ICY/►�%�/:Z�/L��1i1:_/_�h��[Il/� CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 Date: EXHIBIT B FORT WORTH DOS NO. XXXX Project Name: 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, 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_ (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 01 45 23 TESTING AND INSPECTION SERVICES Pagel of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 9, 2020 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 9, 2020 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Pagel of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work, including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Specification 33 04 30 —Temporary Water Facilities 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised 9/19/2025 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 c. If required, provide temporary water service needed to maintain customer service to the public during project, in accordance with Section 33 04 30 — Temporary Water Services. d. Coordination 1) Contact City 1 week before water for construction is desired e. Contractor Payment for Construction Water 1) Obtain construction water meter(s) from City for payment of water usage associated with construction water as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised 9/19/2025 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised 9/19/2025 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 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 9/19/25 M Owen 1.1. C. —Referenced 33 04 30 Temporary Water Facilities 1.4. A. 2. — Provided clarification re: temporary water service for the public CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised 9/19/2025 01 55 26 -1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. Contractor shall minimize lane closures and impact to vehicular/pedestrian traffic. b. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. c. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 22, 2021 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 2) A traffic control "Typical" published by City of Fort Worth, the Texas Manual Unified Traffic Control Devices (TMUTCD) or Texas Department of Transportation (TxDOT) can be used as an alternative to preparing project/site specific traffic control plan if the typical is applicable to the specific project/site. B. Street Use Permit Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. 1) Allow a minimum of 5 working days for permit review. 2) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's website. 1.5 SUBMITTALS [NOT USED] A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 22, 2021 01 55 26 -3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] fik"11IIMI0C"1[I]12I Revision Log DATE NAME SUMMARY OF CHANGE 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 3/22/2021 M Owen 1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" if applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 22, 2021 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 5713 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 04MIX110M 014111 cowl Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 SECTION 0158 13 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY 0158 13- 1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USEDI 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 PRODUCT REQUIREMENTS Pagel of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https:Happs.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 9, 2020 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 9, 2020 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: I . Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1. 10 DELIVERY AND HANDLING A. Delivery Requirements l . Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are dalnaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 017000-1 MOBILIZATION AND REMOBILIZATION Pagel of 5 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY 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 CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised November 22, 2016 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 5 a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised November 22, 2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 5 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment [Consult City Department/Division for direction on if Mobilization pay item to be included or the item should be subsidiary. Include the appropriate Section 1.2 A. 1.] 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 CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised November 22, 2016 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 5 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 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 Emergency 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.4.a) 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 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 Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised November 22, 2016 017000-5 MOBILIZATION AND REMOBILIZATION Page 5 of 5 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11 /22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 Holly-Northside Cast Iron Water Main Replacements Part 1 City Project Number: 105068-1 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 017123 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised February 14, 2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01_ Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 0133 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised February 14, 2018 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) W ter Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 a) Rim and flowline elevations and coordinates for each manhole 2) W ter Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART2- PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESR1 Shapefile (.shp) c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3. LA. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. 3.2 EXAMINATION [NOT USED] CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3rd parry contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised February 14, 2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text'; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised February 14, 2018 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 01 74 23 - 2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. M terial recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 01 74 23 - 3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. M p office and control mom floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 01 74 23 - 4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 01 7719 -1 CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION 01 7719 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 22, 2021 01 7719 -2 CLOSEOUT REQUIREMENTS Page 2 of 3 PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. The Right-of-way shall be cleared of all construction materials, barricades, and temporary signage. 4. Upon completion of Work associated with the items listed in the City's written notice, inform the City that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 5. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 22, 2021 01 7719 -3 CLOSEOUT REQUIREMENTS Page 3 of 3 Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to "Clearing ROW" CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 22, 2021 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 '/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City P4ect Number: 105068-1 Revised December 20, 2012 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of 4 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED JoR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised July 1, 2011 DIVISION 33 UTILITIES 330131-1 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 1 of 11 SECTION 33 0131 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements and procedures for Closed Circuit Television (CCTV) Inspection of sanitary sewer and water mains 24-inch and larger 2. For City Capital Improvement Projects, which include sanitary sewer rehabilitation projects, a Post -CCTV is required. Pre -CCTV for mains will be project specific and noted on the plans. 3. For new development sanitary sewer installation, a Post -CCTV is required. 4. For all City Capital Improvement Projects and new development sanitary sewer installation, a Final Manhole CCTV is required. 5. Final -CCTV will be project specific, and would include major collector, arterial, County, Railroad, and TXDOT projects that include extensive paving, structures, drainage, and grading activities B. Deviations from this City of Fort Worth Standard Specification 1. 1.1 A.1—Add water mains 2. 1.1 C. 4 — Add Section 33 04 40 3.3.3 E. — Add water mains 4.3.9.A. —Add Section 33 04 40 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 03 10 —Bypass Pumping of Existing Sewer Systems 4. Section 33 04 40 — Cleaninn and Acceptance Testinn of Water Mains 5. Section 33 04 50 — Cleaning of Sewer Mains 6. Section 0132 16 — Construction Progress Schedule 1.2 PRICE AND PAYMENT PROCEDURES A. Pre -CCTV Inspection 1. Measurement 1) Measurement for this Item will be by the linear foot of line televised for CCTV Inspection performed prior to any line modification or replacement determined from the distance recorded on the video log. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 33 01 31 - 2 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 2 of 11 2. Payment a. 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 "Pre -CCTV Inspection". 1) Contractor will not be paid for unaccepted video. 3. The price bid shall include: a. Mobilization b. Cleaning c. Digital file B. Post -CCTV Inspection 1. Measurement a. Measurement for this Item will be by the linear foot of line televised for CCTV Inspection performed following repair or installation determined from the distance recorded on the video log. 2. Payment a. 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 "Post -CCTV Inspection". 1) Contractor will only be paid for video that is accepted in writing by Water Department. 3. The price bid shall include: a. Mobilization b. Cleaning c. Digital file C. Final -CCTV Inspection 1. Measurement a. Measurement for this Item will be by the linear foot of line televised for CCTV Inspection performed following repair or installation determined from the distance recorded on the video log. 2. Payment a. 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 "Final -CCTV Inspection". 1) Contractor will only be paid for video that is accepted in writing by Water Department. 3. The price bid shall include: a. Mobilization b. Cleaning c. Digital file D. Final- Manhole CCTV Inspection Measurement a. Measurement for this Item will be per each manhole, junction structure, televised for CCTV Inspection performed following repair, manhole CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 33 01 31 -3 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 3 of 11 coating, final adjustments to grade, and/or installation determined on the video log. 2. Payment a. 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 for "Final -Manhole CCTV Inspection". 1) Contractor will only be paid for video that is accepted in writing by Water Department. 3. The price bid shall include: a. Mobilization b. Cleaning c. Digital file 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. City of Fort Worth Water Department a. City of Fort Worth Water Department CCTV Inspection and Defect Coding Program (CCTV Manual). City of Fort Worth Water Department CCTV Inspection Log. B. Definitions 1. Pre -CCTV — CCTV Inspection performed by Contractor on existing mains prior to any line modification or replacement. 2. Post CCTV — CCTV Inspection performed by Contractor following installation of new mains but before completion of other infrastructure (i.e. streets, sidewalks, final grading, etc.) 3. Final CCTV — CCTV Inspection performed by Contractor on mains and manholes after all construction is complete. Includes CCTV of the manholes (including grade rings, casting, etc.) after street construction, final grading, and manhole coating, if the coating is required. C. Final Manhole CCTV — CCTV Inspection performed by Contractor on manholes and/or junction structures, after all construction is complete. Includes CCTV of the manholes/ (including grade rings, casting, etc.) after street construction, final grading, and manhole coating, if the coating is required. 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Sanitary Sewer Lines a. Meet with City of Fort Worth Water Department staff to confirm that the appropriate equipment, software, standard templates, defect codes and defect rankings are being used, if required. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 33 01 31 - 4 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 4 of 11 B. Schedule 1. Include Pre, Post, Final Manhole, and Final CCTV schedule as part of the Construction Progress Schedule per Section 0132 16. 2. Allow time for City review (2 weeks minimum — Notification needs to be sent out to Project Manager, City Inspector, & Field Operations). Post -CCTV can be scheduled and submitted for review after each sewer main construction has been completed. 3. If CCTV is accepted by City Project Manager, proceed with work. If rejected, coordinate with City per Part 1.4 A. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All CCTV submittals shall be submitted to the City Inspector to be uploaded to common location for review and comment by Water Operations and Inspections. Alternatively, the Inspector can provide Contractor access to upload directly to common location. Inspection and Water Operations staff shall be notified when CCTV upload is completed. C. If inspected with Infrastructure Technologies IT Pipes Software per CCTV Manual provide video data per the CCTV Manual. Provide additional copy of video in video file MP4 with H.264 code —Advanced Video Coding and compression standard. D. If inspected with other software provide video data in video file MP4 with H.264 code — Advanced Video Coding and compression standard. E. Inspection Report shall include: 1. Asset a. Date of Inspection b. City c. Project Name (Address accepted if project name does not exist) d. Main Number — as shown on drawings or GIS ID (If Available) e. Upstream Manhole Station — as shown on drawings or GIS ID (If Available) f. Downstream Manhole Station — as shown on drawings or GIS ID (If Available) g. Pipe Diameter h. Material i. Pipe Length j. Mapsco Location Number k. Date Constructed 1. Pipe Wall Thickness in. Grade percentage n. Inspector Name 2. Inspection a. Inspection Number (i.e. 15T 2°1 etc...) b. Crew Number c. Operator Name d. Operator Comments e. Reason for Inspection CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 33 01 31 - 5 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 5 of l l f. Equipment Number g. Camera Travel Direction is Upstream to Downstream — Deviation will require written justification, with the exception of stubouts & abandonment plugs that will always be recorded from the downstream side. h. Inspected Length (feet) i. Work Order Number (if required) j. City Project Number (if required) k. City Contract Name 1. Consultant Company Name m. Consultant Contact Name n. Consultant Contact Phone Number o. Contractor Company Name p. Contractor Contact Name q. Contractor Contact Phone Number F. CCTV overlay screen shall include (opening text to CCTV inspection) a. Date of inspection b. City Name c. City Project number d. Project name e. Main number f. Upstream SS Manhole (or Plug) station g. Downstream SS Manhole station h. Diameter i. Grade/Slope j. Material k. Length 1. Contractor m. Inspectors name n. Travel direction o. Date Construction 1.6 INFORMATIONAL SUBMITTALS A. Pre- and Post CCTV submittals 1. CCTV video results shall be submitted to City that can be uploaded to shared common location by the inspection staff, upon confirmation that the submittal is complete (partial submissions are not accepted, except in special situations that are approved by the Water Department). For pre -CCTV submittals, approval of the submittal shall be provided by the Project Manager prior to construction start when connecting to existing sewer. 2. Alternatively, the Inspector can provide Contractor access to upload directly to common location. Inspection and Water Operations staff shall be notified when CCTV upload is completed in order to confirm submittal is complete. Inspection Report (separate report file for each individual shall be submitted to Inspector or directly uploaded to shared common location. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 33 01 31 - 6 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 6 of 11 B. Additional information that may be requested by the City 1. Listing of cleaning equipment and procedures 2. Listing of flow diversion procedures if required 3. Listing of CCTV equipment 4. Listing of backup and standby equipment 5. Listing of safety precautions and traffic control measures 1WEG)11131XIIIJIL11 1111Y0 IF-11 1ki A. Final CCTV shall not be completed until all manholes and surface covers are set to final grade. All as built changes to plan and profile drawings (redlines), are required to be reflected on the final CCTV inspection information. Final CCTV shall not be completed until all as built corrections have been made. 1. Final -CCTV submittals a. CCTV video results shall be submitted to City that can be uploaded to shared common location by the inspection staff, upon confirmation that the submittal is complete (partial submissions are not accepted, except in special situations that are approved by the Water Department). Alternatively, the Inspector can provide Contractor access to upload directly to common location. Inspection and Water Operations staff shall be notified when CCTV upload is completed in order to confirm submittal is complete. Sanitary sewer video file(s) in MP4 with H.264 code Advanced Video Coding and compression standard. b. City Project Number displayed within text of sanitary sewer video. c. Construction Plans identifying the line segments that were videoed. Include cover sheet, 1 digital copy of the redlines (Contractor to upload into Accela or BIM 360), overall line layout sheet(s), and plan and profile sheet(s). 1) One (1) 11"X 17" copy. d. Sanitary sewer line segment from drawings match line segments on Inspection Report. Recommend some minimum guidance for standardization of line segment submittals, to include proper identification of Project: name, CPN, line identification and stations, as well as format (e.g. PDF?) and minimum annotations required to explain deviations from policies as specified in this document, or any anomalies that are considered within tolerance. e. Inspection Report (separate report file for each individual shall be submitted to Inspector or directly uploaded to shared common location. Allow two (2) weeks to review before requesting final inspection. After review by the City Inspector and Water Field Operations, if applicable a combined set of punch list items will be submitted to the Contractor for correction. 1.8 J. CCTV SPREADSHEET LOG IN EXCEL FORMAT MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 33 01 31 - 7 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 7 of 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS A. Equipment- 1. Closed Circuit Television Camera a. The television camera used shall be one specifically designed and constructed for sewer inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100 percent humidity/submerged conditions. The equipment will provide a view of the pipe ahead of the equipment and of features to the side of the equipment through turning and rotation of the lens. The camera shall be capable of tilting at right angles along the axis of the pipe while panning the camera lens through a full circle about the circumference of the pipe. The lights on the camera shall also be capable of panning 90- degrees to the axis of the pipe. b. The radial view camera must be solid state color and have remote control of the rotational lens. The camera shall be capable of viewing the complete circumference of the pipe and manhole structure, including the cone -section or corbel. The camera lens shall be an auto -iris type with remote controlled manual override. 2. Video Capture System a. The video and audio recordings of the sewer inspections shall be made using digital video equipment. A video enhancer may be used in conjunction with, but not in lieu of, the required equipment. The digital recording equipment shall capture sewer inspection on USB drive, with each sewer segment (from upstream manhole to downstream manhole) inspection recorded as an individual file in MP4 with H.264 code format. b. The system shall be capable of printing pipeline inspection reports with captured images of defects or other related significant visual information on a standard color printer. c. The system shall store digitized color picture images and be saved in digital format on a USB drive. d. The system shall be able to produce data reports to include, at a minimum, all observation points and pertinent data. All data reports shall match the defect severity codes outlined in the City's CCTV manual (electronic copy available on Water Department's website — http://fortworthtexas.gov/water/wastewater/CCTV Manual. e. Camera footage, date & manhole numbers shall be maintained in real time and shall be displayed on the video monitor as well as the video character generators illuminated footage display at the control console. PART 3 - EXECUTION CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 33 01 31 - 8 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 8 of 11 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. General 1. Prior to inspection obtain pipe and manhole asset identification numbers from the plans or City to be used during inspections. Inspections performed using identification numbers other than the line number (or existing sanitary sewer main/lateral) and station numbers from plans or from assigned numbers from the City will not be accepted. 2. CCTV Inspection shall not commence until the sewer section to be televised has been completely cleaned in conformance with Section 33 04 50. 3. CCTV Inspection shall not commence until the sewer section to be televised has been completely cleaned in conformance with Section 33 04 50. (Sewer system should be connected to existing sewer system and should be active) 4. A final CCTV Inspection of newly installed sewers (not yet in service) shall not commence until completion of the following items: a. Manhole final grade is set (after street paving, under Final CCTV, Final Manhole CCTV) b. Manhole lining is complete (after street paving, under Final CCTV, Final Manhole CCTV) c. Sewer main is cleaned d. Sewer air test is complete e. Vacuum test of manholes f. Installation of all lateral services and completion of low pressure testing of all new services g. All sewer main and manhole work is complete. Once reviewed and accepted by Water Field Operations the sewer system should be connected to existing sewer system and ready for use upon final acceptance of the project. 5. Temporary Bypass Pumping (if required) shall conform to Section 33 03 10. B. General Use manual winches, power winches, TV cable, and power rewinds that do not obstruct the camera view, allowing for proper evaluation. C. Pipe 1. Begin inspection immediately after cleaning of the main. 2. Move camera through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of the main's condition. 3. Do not move camera at a speed greater than 30 feet per minute. 4. During investigation stop camera at each defect along the main. a. Record the nature, location and orientation of the defect or infiltration location as specified in the CCTV Manual. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 33 01 31 -9 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 9 of 11 5. Service connections, Pan the Camera to get a complete overview of service connection including zooming into service connection Include location (i.e. 1 o'clock, etc...) 6. Joint defects, Include comment on condition, signs of damage, etc... Note offset and/or separation at a joint. Includes joints where one pipe is not correctly aligned with the connecting section of pipe causing a lip that could impede flow or a section of pipe that is aligned but has pulled apart horizontally and may not connect to the other section of pipe. 7. Notate visible pipe defects such as cracks, broken or deformed pipe, holes, offset joints, obstructions, sags or debris (show as % of pipe diameter). If debris has been found in the pipe during the post or final -CCTV inspection, additional cleaning is required, and pipe shall be re -televised. 8. Notate Infiltration/Inflow locations. 9. Notate Pipe material transitions. 10. Notate other locations that do not appear to be typical for normal pipe conditions. For example, locations could include conflicts between the replaced main with other utilities (including paving and storm sewer), causing pipe deflections, sags, etc. holding water. This could also include any damage to the main and/or services after the main has been replaced. These locations could occur between the Post -CCTV and Final -CCTV submittals. 11. Note locations where camera is underwater and level as a % of pipe diameter. Camera underwater — Point in which the camera lens is 100% submerged underwater and/or 50% of the pipe's diameter. Camera emerged — Point in which the camera lens has emerged from being underwater. Severity is described in ranges by linear feet. This would include pipe deflections causing a considerable increase (i.e. double or more) in the depth of flow in the pipe (to at least between 1/3 to 'h of the pipe diameter). See attached example photos at the end of this Specification showing the depth changes in % full of pipe. 12. Provide accurate distance measurement. a. The meter device is to be accurate to the nearest 1/10 foot. 13. CCTV recording segments are to be single continuous file item. a. A single segment is defined from manhole to manhole. b. Only single segment video's will be accepted and preferably include manhole inspections (manhole to manhole). c. Individual manhole inspection will require written justification, included under the Final -CCTV bid item. 14. Pre -Installation Inspection for Sewer Mains to be rehabilitated a. Perform Pre -CCTV inspection immediately after cleaning of the main and before rehabilitation work. 1) No cleaning equipment in the main during CCTV. 2) Water shall be present (or flowing) while recording CCTV to confirm system functionality. b. If, during inspection, the CCTV will not pass through the entire section of main due to blockage or pipe defect, set up so the inspection can be performed from the opposite manhole. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 330131-10 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 10 of 11 c. City Project Manager (PM) shall review and may consult with Sewer Projects Reporting and Operations (SPRO), and provide comments on identified defects. Contractor shall present proposed repair method(s) for approval by the City PM, before proceeding with construction. d. Provisions for repairing or replacing the impassable location are addressed in Section 33 3120, Section 33 3121, Section 33 3122 and Section 33 31 23. 15. Post -and Final Installation Inspection a. Prior to inserting the camera, flush and clean the main in accordance to Section 33 04 50. Water should be present/flowing during the recording operation, to demonstrate the functioning of the installed system. 16. Documentation of CCTV Inspection a. Sanitary Sewer Lines 1) Follow the CCTV Manual (CCTV standard manual supplied by City upon request) for the inspection video, data logging and reporting or Part 1.5 E of this section. D. Manhole 1. Final Manhole CCTV Inspection recording segments, will reveal condition of manhole in its entirety, including corrosion protection if applicable. Camera should pan the entire manhole while lowering to include complete view of invert. This requirement applies to new manhole installations and rehabilitated manholes after epoxy lining installed, if applicable. 2. Notate Infiltration/Inflow locations for Pre -construction CCTV recordings. 3. Post -Installation CCTV Inspection is only done after all construction is complete. E. Complete manhole installation before inspection begins. F. Water Mains 24-inches and larger 1. CCTV Equipment a. Use equipment specifically designed and constructed for such inspection. b. Equipment must be sterilized before use. c. Use equipment designed to operate in 100 percent humidity conditions. d. Use equipment with a pan (f270 degrees), tilt, and rotate (360 degrees). e. Use a camera with an accurate footage counter that displays on the monitor the distance of the camera (to the nearest 1/10 foot) from the centerline of the access point. L Use camera with height adjustment so camera lens is always centered at 1/2 the inside diameter, or higher, in the televised pipe. g. Provide sufficient lighting to illuminate the entire periphery of the pipe. h. Provide color video. i. Use the Fort Worth Water Department standardized inspection and coding program by I.T. software with pre -configured template. 2. Cleaninn — Conform to Section 33 04 40. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 33 01 31 - 11 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 11 of 11 3.4 REPAIR / RESTORATION [NOT USED] 3.5 RE -INSTALLATION [NOT USED] 3.6 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.7 SYSTEM STARTUP [NOT USED] 3.8 ADJUSTING [NOT USED] kxXG) 8 WI\0-h[el A. See Section 33 04 50 and Section 33 04 40. 3.10 CLOSEOUT ACTIVITIES [NOT USED] 3.11 PROTECTION [NOT USED] 3.12 MAINTENANCE [NOT USED] 3.13 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson Various —Added requirements for coordination with T/PW for Storm Sewer CCTV 4/29/2021 3/11/2022 J Kasavich M Owen Various — Alternative to CCTV Manual, modified submittal detail requirements Removed referenced to storm drain CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 11, 2022 330510-1 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page I of 21 SECTION 33 05 10 UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Excavation, Embedment and Backfill for: a. Pressure Applications 1) Water Distribution or Transmission Main 2) Wastewater Force Main 3) Reclaimed Water Main b. Gravity Applications 1) Wastewater Gravity Mains 2) Storm Sewer Pipe and Culverts 3) Storm Sewer Precast Box and Culverts 2. Including: a. Excavation of all material encountered, including rock and unsuitable materials b. Disposal of excess unsuitable material c. Site specific trench safety d. Pumping and dewatering e. Embedment f. Concrete encasement for utility lines g. Backfill h. Compaction B.Deviations from this City of Fort Worth Standard Specification 1. 1.2.A.4. 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 02 41 13 — Selective Site Demolition 4. Section 02 41 15 — Paving Removal 5. Section 02 41 14 — Utility Removal/Abandonment 6. Section 03 30 00 — Cast -in -place Concrete 7. Section 03 34 13 — Controlled Low Strength Material (CLSM) 8. Section 31 10 00 —Site Clearing 9. Section 3125 00 — Erosion and Sediment Control 10. Section 33 05 26 — Utility Markers/Locators 11. Section 34 71 13 — Traffic Control CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 330510-2 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 2 of 21 1R� 9 "Its] ffMW t1���►M�] �Zy �I �ll1►� xy A.Measurement and Payment 1. Trench Excavation, Embedment and Backfill associated with the installation of an underground utility or excavation a. Measurement 1) This Item is considered subsidiary to the installation of the utility pipe line as designated in the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item are considered subsidiary to the installation of the utility pipe for the type of embedment and backfill as indicated on the plans. No other compensation will be allowed. 2. Imported Embedment or Backfill 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 fill shall only be paid when using materials for embedment and backfill other than those identified in the Drawings. The work performed and materials furnished in accordance with pre -bid item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Imported Embedment/Backfill" delivered to the Site for: a) Various embedment/backfill materials c. The price bid shall include: 1) Furnishing backfill or embedment as specified by this Specification 2) Hauling to the site 3) Placement and compaction of backfill or embedment Concrete Encasement for Utility Lines a. Measurement 1) Measured by the cubic yard per plan quantity. 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 cubic yard of "Concrete Encasement for Utility Lines" per plan quantity. c. The price bid shall include: 1) Furnishing, hauling, placing and finishing concrete in accordance with Section 03 30 00 2) Clean-up 4. Ground Water Control a. Measurement 1) This Item is considered subsidiary to the installation of the utility pipe line as designated in the Drawings. r,reasu,-oment sha4l be lump s when CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 330510-3 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 3 of 21 b. Payment 1) The work performed and the materials furnished in accordance with this Item are considered subsidiary to the installation of the utility pipe for the type of embedment and backfill as indicated on the plans. No other compensation will be allowed. 2) Payment shall be per- the lump sum pr-iee bid for- "Gr-otmd Water- Control" :.,___ a) Submittals b) Additional Testin d) lAaAwater EeIIC2V1rSyJtEm 7G1TCtoand HnforRLnee 1 f- a+or eT :ipv^:Tirr-err=dvrcccr Trench Safety a. Measurement 1) Measured per linear foot of excavation for all trenches that require trench safety in accordance with OSHA excavation safety standards (29 CFR Part 1926 Subpart P Safety and Health regulations for Construction) 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 of excavation to comply with OSHA excavation safety standards (29 CFR Part 1926.650 Subpart P), including, but not limited to, all submittals, labor and equipment. 6. Trench Water Stops a. Measurement 1) Measured per each installed. 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 for "Trench Water Stops." c. The price bid shall include: 1) Excavation and disposal of material 2) Furnishing and placement controlled slow strength material (CLSM) backfill or embedment as specified by this Specification and as shown on the drawings [R�Dl3 01 RD106i xy A. Definitions 1. General — Definitions used in this section are in accordance with Terminologies ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise noted. 2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone, haunching bedding, springline, pipe zone and foundation are defined as shown in the following schematic: CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 330510-4 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 4 of 21 J J L� Y U M Q7 J Q Z L Z W O W m ME W 3. Deleterious materials — Harmful materials such as clay lumps, silts and organic material 4. Excavated Trench Depth — Distance from the surface to the bottom of the bedding or the trench foundation 5. Final Backfill Depth a. Unpaved Areas — The depth of the final backfill measured from the top of the initial backfill to the surface b. Paved Areas — The depth of the final backfill measured from the top of the initial backfill to bottom of permanent or temporary pavement repair B.Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM Standards: a. ASTM C33-24 Standard Specifications for Concrete Aggregates b. ASTM C88-24 Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate c. C131/C13IM-20 Standard Test Method for Resistance to Degradation of Small - Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine d. ASTM C136-19 Test Method for Sieve Analysis of Fine and Coarse Aggregate CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 330510-5 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 5 of 21 e. ASTM C535-16 Standard Test Method for Resistance to Degradation of Large - Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine f. ASTM D448-12 Standard Classification for Sizes of Aggregate for Road and Bridge Construction. 9. h. ASTM D558/D558M-19 — Standard Test method for Moisture -Density Relations of Soil -Cement Mixture i. ASTM D698-12 Test Method for Laboratory Compaction Characteristics of Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)). j. ASTM D1556/D1556M Standard Test Methods for Density and Unit Weight of Soils in Place by Sand Cone Method. k. ASTM D2321-10 Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity -Flow Applications 1. ASTM 2487 —1 Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System) in. ASTM D2922 — Standard Test Methods for Density of Soils and Soil Aggregate in Place by Nuclear Methods (Shallow Depth) n. ASTM D3017 - Standard Test Method for Water Content of Soil and Rock in place by Nuclear Methods (Shallow Depth) o. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit Weight of Soils and Calculations of Relative Density 3. OSHA a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - Excavations 1.4 ADMINISTRATIVE REQUIREMENTS A.Coordination 1. Utility Company Notification a. Notify area utility companies at least 48 hours in advance, excluding weekends and holidays, before starting excavation. b. Request the location of buried lines and cables in the vicinity of the proposed work. B. Sequencing 1. Sequence work for each section of the pipe installed to complete the embedment and backfill placement on the day the pipe foundation is complete. 2. Sequence work such that proctors are complete in accordance with ASTM D698 prior to commencement of construction activities. 1.5 SUBMITTALS A.Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to construction. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A.Shop Drawings Provide detailed drawings and explanation for ground water and surface water control, if required. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 330510-6 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 6 of 21 Trench Safety Plan in accordance with Occupational Safety and Health Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - Excavations Stockpiled excavation and/or backfill material a. Provide a description of the storage of the excavated material only if the Contract Documents do not allow storage of materials in the right-of-way of the easement. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING A.Storage Within Existing Rights -of -Way (ROW) a. Spoil, imported embedment and backfill materials may be stored within existing ROW, easements or temporary construction easements, unless specifically disallowed in the Contract Documents. b. Do not block drainage ways, inlets or driveways. c. Provide erosion control in accordance with Section 3125 00. d. Store materials only in areas barricaded as provided in the traffic control plans. e. In non -paved areas, do not store material on the root zone of any trees or in landscaped areas. Designated Storage Areas a. If the Contract Documents do not allow the storage of spoils, embedment or backfill materials within the ROW, easement or temporary construction easement, then secure and maintain an adequate storage location. b. Provide an affidavit that rights have been secured to store the materials on private property. c. Provide erosion control in accordance with Section 3125 00. d. Do not block drainage ways. e. Only materials used for 1 working day will be allowed to be stored in the work zone. B.Deliveries and haul -off - Coordinate all deliveries and haul -off. 1.11 FIELD [SITE] CONDITIONS A.Existing Conditions 1. Any data which has been or may be provided on subsurface conditions is not intended as a representation or warranty of accuracy or continuity between soils. It is expressly understood that neither the City nor the Engineer will be responsible for interpretations or conclusions drawn there from by the Contractor. 2. Data is made available for the convenience of the Contractor. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 330510-7 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 7 of 21 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS 2.2 MATERIALS A.Materials Utility Sand a. Granular and free flowing b. Generally, meets or exceeds the limits on deleterious substances per Table 1 for fine aggregate according to ASTM C 33 c. Reasonably free of organic material d. Gradation: sand material consisting of durable particles, free of thin or elongated pieces, lumps of clay, loam or vegetable matter and meets the following gradation may be used for utility sand embedment/backfill Sieve Size Percent Retained 1/2» 0 1/a" 0-5 #4 0-10 # 16 0-20 #50 20-70 #100 60-90 #200 90-100 e. The City has a pre -approved list of sand sources for utility embedment. The pre -approved list can be found on the City website, Project Resources page. The utility sand sources in the pre -approved list have demonstrated continued quality and uniformity on City of Fort Worth projects. Sand from these sources are pre -approved for use on City projects without project specific testing. Crushed Rock a. Durable crushed rock or recycled concrete b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 c. May be unwashed d. Free from significant silt clay or unsuitable materials e. Percentage of wear not more than 40 percent per ASTM C 131 or C535 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of sodium sulfate soundness per ASTM C88 Fine Crushed Rock a. Durable crushed rock b. Meets the gradation of ASTM D448 size numbers 8 or 89 c. May be unwashed d. Free from significant silt clay or unsuitable materials. e. Have a percentage of wear not more than 40 percent per ASTM C131 or C535 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of sodium sulfate soundness per ASTM C88 CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 330510-8 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 8 of 21 4. Ballast Stone a. Stone ranging from 3 inches to 6 inches in greatest dimension. b. May be unwashed c. Free from significant silt clay or unsuitable materials d. Percentage of wear not more than 40 percent per ASTM C131 or C535 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of sodium sulfate soundness per ASTM C88 5. Acceptable Backfill Material a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with ASTM D2487 b. Free from deleterious materials, boulders over 6 inches in size and organics c. Can be placed free from voids d. Must have 20 percent passing the number 200 sieve 6. Blended Backfill Material a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 b. Blended with in -situ or imported acceptable backfill material to meet the requirements of an Acceptable Backfill Material c. Free from deleterious materials, boulders over 6 inches in size and organics d. Must have 20 percent passing the number 200 sieve 7. Unacceptable Backfill Material a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM D2487 Select Fill a. Classified as SC or CL in accordance with ASTM D2487 b. Liquid limit less than 35 c. Plasticity index between 8 and 20 Cement Stabilized Sand (CSS) a. Sand 1) Shall be clean, durable sand meeting grading requirements for fine aggregates of ASTM C33 and the following requirements: a) Classified as SW, SP, or SM by the United Soil Classification System of ASTM D2487 b) Deleterious materials (1) Clay lumps, ASTM C142, less than 0.5 percent (2) Lightweight pieces, ASTM C 123, less than 5.0 percent (3) Organic impurities, ASTM C40, color no darker than standard color (4) Plasticity index of 4 or less when tested in accordance with ASTM D4318. b. Minimum of 4 percent cement content of Type 1/II Portland or Blended hydraulic cement c. Water 1) Potable water, free of soils, acids, alkalis, organic matter or other deleterious substances, meeting requirements of ASTM C94 d. Mix in a stationary pug mill, weigh -batch or continuous mixing plant. e. Strength 1) A minimum of 100 psi compressive strength at 7 days in accordance with ASTM D1633, Method A 2) The maximum compressive strength in 7 days shall be 400 psi. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 330510-9 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 9 of 21 3) The material will be considered unacceptable and subject to removal and replacement at contractor's expense when the 7-day compressive strength is less than 100 psi or more than 400 psi. Random samples of delivered product will be taken in the field at point of delivery for each day of placement in the work area. Specimens will be prepared in accordance with ASTM D1632. 10. Controlled Low Strength Material (CLSM) a. Conform to Section 03 34 13 11. Trench Geotextile Fabric a. Soils other than ML or OH in accordance with ASTM D2487 1) Needle punch, nonwoven geotextile composed of polypropylene fibers 2) Fibers shall retain their relative position 3) Inert to biological degradation 4) Resist naturally occurring chemicals 5) UV Resistant 6) Mirafi 140N by Tencate, or approved equal b. Soils Classified as ML or OH in accordance with ASTM D2487 1) High -tenacity monofilament polypropylene woven yarn 2) Percent open area of 8 percent to10 percent 3) Fibers shall retain their relative position 4) Inert to biological degradation 5) Resist naturally occurring chemicals 6) UV Resistant 7) Mirafi FW402 by Tencate, or approved equal 12. Concrete Encasement a. Conform to Section 03 30 00. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] kyfm W%Vul I ►KI I to] 0 A.Verification of Conditions Review all known, identified or marked utilities, whether public or private, prior to excavation. 2. Locate and protect all known, identified and marked utilities or underground facilities as excavation progresses. 3. Notify all utility owners within the project limits 48 hours prior to beginning excavation. 4. The information and data shown in the Drawings with respect to utilities is approximate and based on record information or on physical appurtenances observed within the project limits. 5. Coordinate with the Owner(s) of underground facilities. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 3305 10-10 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 10 of 21 6. Immediately notify any utility owner of damages to underground facilities resulting from construction activities. 7. Repair any damages resulting from the construction activities. B.Notify the City immediately of any changed condition that impacts excavation and installation of the proposed utility. 3.3 PREPARATION A.Protection of In -Place Conditions 1. Pavement a. Conduct activities in such a way that does not damage existing pavement that is designated to remain. 1) Where desired to move equipment not licensed for operation on public roads or across pavement, provide means to protect the pavement from all damage. b. Repair or replace any pavement damaged due to the negligence of the contractor outside the limits designated for pavement removal at no additional cost to the City. 2. Drainage a. Maintain positive drainage during construction and re-establish drainage for all swales and culverts affected by construction. 3. Trees a. When operating outside of existing ROW, stake permanent and temporary construction easements. b. Restrict all construction activities to the designated easements and ROW. c. Flag and protect all trees designated to remain in accordance with Section 31 10 00. d. Conduct excavation, embedment and backfill in a manner such that there is no damage to the tree canopy. e. Prune or trim tree limbs as specifically allowed by the Drawings or as specifically allowed by the City. 1) Pruning or trimming may only be accomplished with equipments specifically designed for tree pruning or trimming. £ Remove trees specifically designated to be removed in the Drawings in accordance with Section 31 10 00. 4. Above ground Structures a. Protect all above ground structures adjacent to the construction. b. Remove above ground structures designated for removal in the Drawings in accordance with Section 02 41 13 5. Traffic a. Maintain existing traffic, except as modified by the traffic control plan, and in accordance with Section 34 71 13. b. Do not block access to driveways or alleys for extended periods of time unless: 1) Alternative access has been provided 2) Proper notification has been provided to the property owner or resident 3) It is specifically allowed in the traffic control plan c. Use traffic rated plates to maintain access until access is restored. 6. Traffic Signal — Poles, Mast Arms, Pull boxes, Detector loops CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 3305 10-11 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 1 I of 21 a. Notify the City's Transportation Management Division a minimum of 48 hours prior to any excavation that could impact the operations of an existing traffic signal. b. Protect all traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit and detector loops. c. Immediately notify the City's Transportation Management Division if any damage occurs to any component of the traffic signal due to the contractors activities. d. Repair any damage to the traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit and detector loops as a result of the construction activities. 7. Fences a. Protect all fences designated to remain. b. Leave fence in the equal or better condition as prior to construction. 3.4 INSTALLATION A.Excavation 1. Excavate to a depth indicated on the Drawings. 2. Trench excavations are defined as unclassified. No additional payment shall be granted for rock or other in -situ materials encountered in the trench. 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings and bracing in accordance with the Excavation Safety Plan. 4. The bottom of the excavation shall be firm and free from standing water. a. Notify the City immediately if the water and/or the in -situ soils do not provide for a firm trench bottom. b. The City will determine if any changes are required in the pipe foundation or bedding. 5. Unless otherwise permitted by the Drawings or by the City, the limits of the excavation shall not advance beyond the pipe placement so that the trench may be backfilled in the same day. 6. Over Excavation a. Fill over excavated areas with the specified bedding material as specified for the specific pipe to be installed. b. No additional payment will be made for over excavation or additional bedding material. 7. Unacceptable Backfill Materials a. In -situ soils classified as unacceptable backfill material shall be separated from acceptable backfill materials. b. If the unacceptable backfill material is to be blended in accordance with this Specification, then store material in a suitable location until the material is blended. c. Remove all unacceptable material from the project site that is not intended to be blended or modified. 8. Rock —No additional compensation will be paid for rock excavation or other changed field conditions. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 3305 10-12 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 12 of 21 B. Shoring, Sheeting and Bracing Engage a Licensed Professional Engineer in the State of Texas to design a site specific excavation safety system in accordance with Federal and State requirements. 2. Excavation protection systems shall be designed according to the space limitations as indicated in the Drawings. 3. Furnish, put in place and maintain a trench safety system in accordance with the Excavation Safety Plan and required by Federal, State or local safety requirements. 4. If soil or water conditions are encountered that are not addressed by the current Excavation Safety Plan, engage a Licensed Professional Engineer in the State of Texas to modify the Excavation Safety Plan and provide a revised submittal to the City. 5. Do not allow soil, or water containing soil, to migrate through the Excavation Safety System in sufficient quantities to adversely affect the suitability of the Excavation Protection System. Movable bracing, shoring plates or trench boxes used to support the sides of the trench excavation shall not: a. Disturb the embedment located in the pipe zone or lower b. Alter the pipe's line and grade after the Excavation Protection System is removed c. Compromise the compaction of the embedment located below the spring line of the pipe and in the haunching C. Water Control 1. Surface Water a. Furnish all materials and equipment and perform all incidental work required to direct surface water away from the excavation. 2. Ground Water a. Furnish all materials and equipment to dewater ground water by a method which preserves the undisturbed state of the subgrade soils. b. Do not allow the pipe to be submerged within 24 hours after placement. c. Do not allow water to flow over concrete until it has sufficiently cured. d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water Control Plan if any of the following conditions are encountered: 1) A Ground Water Control Plan is specifically required by the Contract Documents 2) If in the sole judgment of the City, groundwater is so severe that an Engineered Ground Water Control Plan is required to protect the trench or the installation of the pipe which may include: a) Ground water levels in the trench are unable to be maintained below the top of the bedding b) A firm trench bottom cannot be maintained due to ground water c) Ground water entering the excavation undermines the stability of the excavation. d) Ground water entering the excavation is transporting unacceptable quantities of soils through the Excavation Safety System. e. In the event that there is no bid item for a Ground Water Control and the City requires an Engineered Ground Water Control Plan due to conditions discovered at the site, the contractor will be eligible to submit a change order. f. Control of ground water shall be considered subsidiary to the excavation when: CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 3305 10 - 13 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 13 of 21 1) No Ground Water Control Plan is specifically identified and required in the Contract Documents g. Ground Water Control Plan installation, operation and maintenance 1) Furnish all materials and equipment necessary to implement, operate and maintain the Ground Water Control Plan. 2) Once the excavation is complete, remove all ground water control equipment not called to be incorporated into the work. h. Water Disposal 1) Dispose of ground water in accordance with City policy or Ordinance. 2) Do not discharge ground water onto or across private property without written permission. 3) Permission from the City is required prior to disposal into the Sanitary Sewer. 4) Disposal shall not violate any Federal, State or local regulations. D.Embedment and Pipe Placement 1. Water Lines less than, or equal to, 12 inches in diameter: a. The entire embedment zone shall be of uniform material. b. Utility sand shall be generally used for embedment. c. If ground water is in sufficient quantity to cause sand to pump, then use crushed rock as embedment. 1) If crushed rock is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. d. Place evenly spread bedding material on a firm trench bottom. e. Provide firm, uniform bedding. f. Place pipe on the bedding in accordance with the alignment of the Drawings. g. In no case shall the top of the pipe be less than 42 inches from the surface of the proposed grade, unless specifically called for in the Drawings. h. Place embedment, including initial backfill, to a minimum of 6 inches, but not more than 12 inches, above the pipe. i. Where gate valves are present, the initial backfill shall extend to 6 inches above the elevation of the valve nut. j. Form all blocking against undisturbed trench wall to the dimensions in the Drawings. k. Compact embedment and initial backfill. 1. Place marker tape on top of the initial trench backfill in accordance with Section 33 05 26. Water Lines 16-inches through 24-inches in diameter: a. The entire embedment zone shall be of uniform material. b. Utility sand may be used for embedment when the excavated trench depth is less than 15 feet deep. c. Crushed rock or fine crushed rock shall be used for embedment for excavated trench depths 15 feet, or greater. d. Crushed rock shall be used for embedment for steel pipe. e. Provide trench geotextile fabric at any location where crushed rock or fine crushed rock come into contact with utility sand f. Place evenly spread bedding material on a firm trench bottom. g. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 3305 10 - 14 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 14 of 21 2) If additional crushed rock is required not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. h. Place pipe on the bedding according to the alignment shown on the Drawings. i. The pipe line shall be within: 1) 13 inches of the elevation on the Drawings for 16-inch and 24-inch water lines j. Place and compact embedment material to adequately support haunches in accordance with the pipe manufacturer's recommendations. k. Place remaining embedment including initial backfill to a minimum of 6 inches, but not more than 12 inches, above the pipe. 1. Where gate valves are present, the initial backfill shall extend to up to the valve nut. in. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. n. Density test performed by a commercial testing firm approved by the City to verify that the compaction of embedment meets requirements. o. Place trench geotextile fabric on top of the initial backfill. p. Place marker tape on top of the trench geotextile fabric in accordance with Section 33 05 26. Water Lines 30-inches and greater in diameter a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment. c. Provide trench geotextile fabric at any location where crushed rock or fine crushed rock come into contact with utility sand. d. Place evenly spread bedding material on a firm trench bottom. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Place pipe on the bedding according to the alignment shown on the Drawings. g. The pipe line shall be within: 1) fl inch of the elevation on the Drawings for 30-inch and larger water lines h. Place and compact embedment material to adequately support haunches in accordance with the pipe manufacturer's recommendations. i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall not exceed the spring line prior to compaction. j. Place remaining embedment, including initial backfill, to a minimum of 6 inches, but not more than 12 inches, above the pipe. k. Where gate valves are present, the initial backfill shall extend to up to the valve nut. 1. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. in. Density test may be performed by a commercial testing firm approved by the City to verify that the compaction of embedment meets requirements. n. Place trench geotextile fabric on top of the initial backfill. o. Place marker tape on top of the trench geotextile fabric in accordance with Section 33 05 26. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 3305 10 - 15 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 15 of 21 4. Sanitary Sewer Lines and Storm Sewer Lines (HDPE) a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment. c. Place evenly spread bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the sanitary sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Place pipe on the bedding according to the alignment shown in the Drawings. g. The pipe line shall be within f0.1 inches of the elevation, and be consistent with the grade shown on the Drawings. h. Place and compact embedment material to adequately support haunches in accordance with the pipe manufacturer's recommendations. i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not exceed the spring line prior to compaction. j. Place remaining embedment including initial backfill to a minimum of 6 inches, but not more than 12 inches, above the pipe. k. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. 1. Density test may be performed by a commercial testing firm approved by the City to verify that the compaction of embedment meets requirements. in. Place trench geotextile fabric on top of the initial backfill. n. Place marker tape on top of the trench geotextile fabric in accordance with Section 33 05 26. Storm Sewer (RCP) a. The bedding and the pipe zone up to the spring line shall be of uniform material. b. Crushed rock shall be used for embedment up to the spring line. c. The specified backfill material may be used above the spring line. d. Place evenly spread bedding material on a firm trench bottom. e. Spread bedding so that lines and grades are maintained and that there are no sags in the storm sewer pipe line. £ Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. g. Place pipe on the bedding according to the alignment of the Drawings. h. The pipe line shall be within ±0.1 inches of the elevation, and be consistent with the grade, shown on the Drawings. i. Place embedment material up to the spring line. 1) Place embedment to ensure that adequate support is obtained in the haunch. j. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. k. Density test may be performed by a commercial testing firm approved by the City to verify that the compaction of embedment meets requirements. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 3305 10 - 16 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 16 of 21 1. Place trench geotextile fabric on top of pipe and crushed rock. 6. Storm Sewer (PP - Polypropylene) a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment up to top of pipe. c. Place evenly spread bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the storm sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Place pipe on the bedding according to the alignment shown in the Drawings. g. The pipe line shall be within ±0.1 inches of the elevation, and be consistent with the grade shown on the Drawings. h. Place and compact embedment material to adequately support haunches in accordance with the pipe manufacturer's recommendations. i. Compact the embedment and initial backfill to 95 percent Standard Proctor ASTM D 698. j. Density test may be performed by City to verify that the compaction of embedment meets requirements. k. Place trench geotextile fabric on top of the initial backfill. 7. Storm Sewer Reinforced Concrete Box a. Crushed rock shall be used for bedding. b. The pipe zone and the initial backfill shall be: 1) Crushed rock, or 2) Acceptable backfill material compacted to 95 percent Standard Proctor density c. Place evenly spread compacted bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the storm sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Fill the annular space between multiple boxes with crushed rock, CLSM according to 03 34 13. g. Place pipe on the bedding according to the alignment of the Drawings. h. The pipe shall be within ±0.1 inches of the elevation, and be consistent with the grade, shown on the Drawings. i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM D698. 8. Water Services (Less than 2 Inches in Diameter) a. The entire embedment zone shall be of uniform material. b. Utility sand shall be generally used for embedment. c. Place evenly spread bedding material on a firm trench bottom. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 3305 10 - 17 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 17 of 21 d. Provide firm, uniform bedding. e. Place pipe on the bedding according to the alignment of the Plans. f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. Sanitary Sewer Services a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment. c. Place evenly spread bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the sanitary sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Place pipe on the bedding according to the alignment of the Drawings. g. Place remaining embedment, including initial backfill, to a minimum of 6 inches, but not more than 12 inches, above the pipe. h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. i. Density test may be required to verify that the compaction meets the density requirements. E. Trench Backfill 1. At a minimum, place backfill in such a manner that the required in -place density and moisture content is obtained, and so that there will be no damage to the surface, pavement or structures due to any trench settlement or trench movement. a. Meeting the requirement herein does not relieve the responsibility to damages associated with the Work. Backfill Material a. Final backfill (not under existing pavement or future pavement) 1) Backfill with: a) Acceptable backfill material b) Blended backfill material, or c) Select backfill material, CSS, or CLSM when specifically required b. Final backfill depth 15 feet or greater (under existing or future pavement) 1) Backfill depth from 0 tol5 feet deep a) Backfill with: (1) Acceptable backfill material (2) Blended backfill material, or (3) Select backfill material, CSS, or CLSM when specifically required 2) Backfill depth from 15 feet and greater a) Backfill with: (1) Select Fill (2) CSS, or (3) CLSM when specifically required c. Backfill for service lines: 1) Backfill for water or sewer service lines shall be the same as the requirement of the main that the service is connected to. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 3305 10-18 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 18 of 21 3. Required Compaction and Density a. Final backfill (depths less than 15 feet/under existing or future pavement) 1) Compact acceptable backfill material, blended backfill material or select backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at moisture content within -2 to +5 percent of the optimum moisture. 2) CSS or CLSM requires no compaction. b. Final backfill (depths 15 feet and greater/under existing or future pavement) 1) Compact select backfill to a minimum of 98 percent Standard Proctor per ASTM D 698 at moisture content within -2 to +5 percent of the optimum moisture up to the final grade. 2) CSS or CLSM requires no compaction. c. Final backfill (not under existing or future pavement) 1) Compact acceptable backfill material blended backfill material, or select backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at moisture content within -2 to +5 percent of the optimum moisture. 4. Saturated Soils a. If in -situ soils consistently demonstrate that they are greater than 5 percent over optimum moisture content, the soils are considered saturated. b. Flooding the trench or water jetting is strictly prohibited. c. If saturated soils are identified in the Drawings or Geotechnical Report in the Appendix, Contractor shall proceed with Work following all backfill procedures outlined in the Drawings for areas of soil saturation greater than 5 percent. d. If saturated soils are encountered during Work but not identified in Drawings or Geotechnical Report in the Appendix: 1) The Contractor shall: a) Immediately notify the City. b) Submit a Contract Claim for Extra Work associated with direction from City. 2) The City shall: a) Investigate soils and determine if Work can proceed in the identified location. b) Direct the Contractor of changed backfill procedures associated with the saturated soils that may include: (1) Imported backfill (2) A site specific backfill design 5. Placement of Backfill a. Use only compaction equipment specifically designed for compaction of a particular soil type and within the space and depth limitation experienced in the trench. b. Flooding the trench or water setting is strictly prohibited. c. Place in loose lifts not to exceed 12 inches. d. Compact to specified densities. e. Compact only on top of initial backfill, undisturbed trench or previously compacted backfill. f. Remove any loose materials due to the movement of any trench box or shoring or due to sloughing of the trench wall. g. Install appropriate tracking balls for water and sanitary sewer trenches in accordance with Section 33 05 26. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 3305 10 - 19 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 19 of 21 Backfill Means and Methods Demonstration a. Notify the City in writing with sufficient time for the City to obtain samples and perform standard proctor test in accordance with ASTM D698. b. The results of the standard proctor test must be received prior to beginning excavation. c. Upon commencing of backfill placement for the project the Contractor shall demonstrate means and methods to obtain the required densities. d. Demonstrate Means and Methods for compaction including: 1) Depth of lifts for backfill which shall not exceed 12 inches 2) Method of moisture control for excessively dry or wet backfill 3) Placement and moving trench box, if used 4) Compaction techniques in an open trench 5) Compaction techniques around structure e. Provide a testing trench box to provide access to the recently backfilled material. f. The City will provide a qualified testing lab full time during this period to randomly test density and moisture continent. 1) The testing lab will provide results as available on the job site. Varying Ground Conditions a. Notify the City of varying ground conditions and the need for additional proctors. b. Request additional proctors when soil conditions change. c. The City may acquire additional proctors at its discretion. d. Significant changes in soil conditions will require an additional Means and Methods demonstration. 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A.Field Tests and Inspections 1. Proctors a. The City will perform Proctors in accordance with ASTM D698. b. Test results will generally be available to within 4 calendar days and distributed to: 1) Contractor 2) City Project Manager 3) City Inspector 4) Engineer c. Notify the City if the characteristic of the soil changes. d. City will perform new proctors for varying soils: 1) When indicated in the geotechnical investigation in the Appendix 2) If notified by the Contractor 3) At the convenience of the City e. Trenches where different soil types are present at different depths, the proctors shall be based on the mixture of those soils. 2. Density Testing of Backfill a. Density Tests shall be in conformance with ASTM D2922. b. Provide a testing trench protection for trench depths in excess of 5 feet. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 3305 10 - 20 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 20 of 21 c. Place, move and remove testing trench protection as necessary to facilitate all test conducted by the commercial testing firm approved by the City. d. The commercial testing lab will perform moisture/density test for every 200-ft or less of trench length, as measured along the length of the pipe. A minimum of one test shall be performed for every 2 vertical feet of compacted backfill material, independent of the contractor's lift thickness for compaction. Test locations shall be staggered within each lift so that successive lifts are not tested in the same location. A random number generator may be used to determine test locations. Moisture/density tests shall be performed at a depth not more than 2 feet above the top of the pipe bedding and in 2-foot increments up to the final grade. The project inspector or project manager may request testing at an increased frequency and/or at specific locations. e. The contractor can proceed with subsequent earthwork only after test results for previously completed work comply with requirements. If the required compaction density has not been obtained, the backfill should be scarified and moistened or aerated, or removed to a depth required, and be replaced with approved backfill, and re -compacted to the specified density at the contractor's expense. In no case will excavation, pipe -laying, or other operation be allowed to proceed until the specified compaction is attained. f. The testing lab will provide results to Contractor and the City's Inspector upon completion of the testing. g. A formal report will be posted to the City's Accela (Developer Projects) and BIM 360 (City Projects) site within 48 hours. h. Test reports shall include: 1) Location of test by station number 2) Time and date of test 3) Depth of testing 4) Field moisture 5) Dry density 6) Proctor identifier 7) Percent Proctor Density Density of Embedment a. Storm sewer boxes that are embedded with acceptable backfill material, blended backfill material, cement modified backfill material or select material will follow the same testing procedure as backfill. b. The City may test fine crushed rock or crushed rock embedment in accordance with ASTM D2922 or ASTM 1556. B.Non-Conforming Work 1. All non -conforming work shall be removed and replaced. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 3305 10 - 21 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 21 of 21 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 1.2 — Added Item for Concrete Encasement for Utility Lines Various Sections — Revised Depths to Include 15' and greater 12/20/2012 D. Johnson 3.3.A — Additional notes for pavement protection and positive drainage. 3.4.E.2 — Added requirements for backfill of service lines. 3.4.E.5 — Added language prohibiting flooding of trench 1.2.A.3 — Clarified measurement and payment for concrete encasement as per plan 6/18/2013 D. Johnson quantity 2.2.A — Added language for concrete encasement 11/09/16 Z. Arega 2.2.A.Ld Modify gradation for sand material 2.2 A. 1. E. - Added reference to pre -approved list of sand sources for embedment; 3.3 A. 6. - Changed reference to Transportation Management Division; 3.4 - 2/26/2021 Z. Arega Provided clarification re: use of commercial testing firms approved by City and backfill requirements; and 3.7 A. 2. Provided clarification re: backfill testing requirements. 4/2/2021 M Owen 3.4 D. 6. Add requirements Storm Sewer (PP - Polypropylene) 1.3 B. — Updated reference standards 2.2 A. 9. b. — Clarified Portland or Blended hydraulic cement 12/13/24 M Owen 2.2 A. 9. e. — Added limits for methods of CSS mixing and clarified testing values resulting in required replacement Removed blue text guidance, as there are no required changes. 6/13/25 lh Owen 1.2 A. 6. Added water trench stop to M&P section. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised June 13, 2025 SECTION 33 1110 DUCTILE IRON PIPE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 33 11 10-1 DUCTILE IRON PIPE Page 1 of 14 1. Ductile Iron Pipe 3.24-inch through 6436-inch for potable water, wastewater and reuse applications B. Deviations from this City of Fort Worth Standard Specification 1. 1.1.A.1. 2. 1.6.11.2 3. 1.9.A.I.d. 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 0131 —Closed Circuit Television (CCTV) Inspection 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 7. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 8. Section 33 1105 — Bolts, Nuts, and Gaskets 9. Section 33 11 11 — Ductile Iron Fittings 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Ductile Iron Pipe 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 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 "DIP" installed for: a) Various sizes b) Various types of backfill c) Various linings d) Various Depths, for miscellaneous sewer projects only e) Various restraints f) Various uses CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 9, 2022 33 11 10-2 DUCTILE IRON PIPE Page 2 of 14 c. The price bid shall include: 1) Furnishing and installing Ductile Iron Pipe with joints as specified by the Drawings 2) Mobilization 3) Polyethylene encasement 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement and compaction of embedment 10) Furnishing, placement and compaction of backfill 11) Trench water stops 12) Thrust restraint, if required in Contract Documents 13) Bolts and nuts 14) Gaskets 15) Clean-up 16) Cleaning 17) Disinfection 18) Testing 1.3 REFERENCES A. Definitions 1. Gland or Follower Gland a. Non -restrained, mechanical joint fitting 2. Retainer Gland a. Mechanically restrained mechanical joint fitting B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard 25 published at the time of the latest revision date logged at the end of this Specification, 26 unless a date is specifically cited. 2. American Association of State Highway and Transportation Officials (AASHTO). 3. American Society of Mechanical Engineers (ASME): a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 4. ASTM International (ASTM): a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpose Applications b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. d. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength. e. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for Water or Other Liquids. £ B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 9, 2022 33 11 10-3 DUCTILE IRON PIPE Page 3 of 14 g. 13633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel. 5. American Water Works Association (AWWA): a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape - Hot Applied. b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. c. M41, Ductile -Iron Pipe and Fittings. 6. American Water Works Association/American National Standards Institute (AWWA/ANSI): a. C 104/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. b. C 105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. c. CI 11/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. d. C 115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron Threaded Flanges. e. C 150/A21.50, Thickness Design of Ductile -Iron Pipe. f. C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. g. C600, Installation of Ductile -Iron Water Mains and their Appurtenances 7. NSF International (NSF): a. 61, Drinking Water System Components - Health Effects. 8. Society for Protective Coatings (SSPC): a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 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 and/or fabrication for specials. 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS A. Product Data 1. Interior lining a. If it is other than cement mortar lining in accordance with AWWA/ANSI C I04/A21.4, including: 1) Material 2) Application recommendations 3) Field touch-up procedures 2. Thrust Restraint a. Retainer glands, thrust harnesses or any other means 3. Gaskets a. If hydrocarbon or other special gaskets are required B. Shop Drawings — Furnish for Ductile Iron Pipe used in the water distribution system or for a wastewater force main for 24-inch and greater diameters, including: 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in Texas including: a. Working pressure b. Surge pressure c. Deflection CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 9, 2022 33 11 10 - 4 DUCTILE IRON PIPE Page 4 of 14 2. , sealed by a Lieen Pr-ofessiona4 Engineer- in Teiias, to vefif� the r-estr-aipA lengths shovffl in the Drawings. The Contractor is responsible for determining and providing all thrust restraint. Thrust restraint calculations for all fittings and valves including the restraint length must be provided and sealed by a Licensed Professional Engineer in Texas. 3. Lay schedule/drawing for 24-inch and greater diameters, sealed by a Licensed Professional Engineer in Texas including: a. Pipe class b. Joints type c. Fittings d. Stationing e. Transitions f. Joint deflection C. Certificates 1. Furnish an affidavit certifying that all Ductile Iron Pipe meets the provisions of this Section, each run of pipe furnished has met Specifications, all inspections have been made, and that all tests have been performed in accordance withAWWA/ANSI C151/A21.51. 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM 13117. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Finished pipe shall be the product of 1 manufacturer. 1) Change orders, specials, and field changes may be provided by a different manufacturer upon City approval. b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed under the control of the manufacturer. c. Ductile Iron Pipe 1) Manufactured in accordance withAWWA/ANSI C151/A21.51 a) Perform quality control tests and maintain results as outlined within standard to assure compliance. 2) Subject each pipe to a hydrostatic test of not less than 500 psi for duration of at least 10 seconds. d. Approved manufacturers include American Ductile Iron Pipe Co., US Pipe, and McWane Pipe Co. No other Suppliers will be allowed. B. Preconstruction Testing 1. The City may, at its own cost, subject random lengths of pipe for testing by an independent laboratory for compliance with this Specification. a. The compliance test shall be performed in the United States. b. Any visible defects or failure to meet the quality standards herein will be grounds for rejecting the entire order. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 9, 2022 33 11 10-5 DUCTILE IRON PIPE Page 5 of 14 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Ductile Iron Pipe shall be stored and handled in accordance with the guidelines as stated in AWWA M41. 2. Secure and maintain a location to store the material in accordance with Section 0166 00. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed in 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. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. B. Pipe 1. Pipe shall be in accordance withAWWA/ANSI C111/A21.11, AWWA/ANSI C150/A21.15, andAWWA/ANSI C151/A21.51. 2. All pipe shall meet the requirements of NSF 61. 3. Pipe shall have a lay length of 18 feet or 20 feet except for special fittings or closure pieces and necessary to comply with the Drawings. 4. As a minimum the following pressures classes apply. The Drawings may specify a higher pressure class or the pressure and deflection design criteria may also require a higher pressure class, but in no case should they be less than the following: Diameter (inches) Min Pressure Class (psi) 3 through 12 350 14 through 20 250 24 200 30 through 64 150 5. Pipe markings shall meet the minimum requirements ofAWWA/ANSI C151/A21.51. Minimum pipe markings shall be as follows: a. "DI" or "Ductile" shall be clearly labeled on each pipe b. Weight, pressure class and nominal thickness of each pipe c. Year and country pipe were cast CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 9, 2022 33 11 10-6 DUCTILE IRON PIPE Page 6 of 14 d. Manufacturer's mark 6. Pressure and Deflection Design a. Pipe design shall be based on trench conditions and design pressure class specified in the Drawings. b. Pipe shall be designed according to the methods indicated in AWWA/ANSI C150/A21.50, AWWA/ANSI C151/A21.51, and AWWA M41 for trench construction, using the following parameters: 1) Unit Weight of Fill (w) = 130 pcf 2) Live Load = AASHTO HS 20 3) Trench Depth = 12 feet minimum, or as indicated in Drawings 4) Bedding Conditions = Type 4 5) Working Pressure (P,) = 150 psi 6) Surge Allowance (P,) = 100 psi 7) Design Internal Pressure (Pi) = PW + Ps or 2:1 safety factor of the actual working pressure plus the actual surge pressure, whichever is greater. a) Test Pressure = (1) No less than 1.25 minimum times the stated working pressure (187 psi minimum) of the pipeline measured at the highest elevation along the test section. (2) No less than 1.5 times the stated working pressure (225 psi minimum) at the lowest elevation of the test section. 8) Maximum Calculated Deflection (DX) = 3 percent 9) Restrained Joint Safety Factor (Sf) = 15 percent c. Trench depths shall be verified after existing utilities are located. 1) Vertical alignment changes required because of existing utility or other conflicts shall be accommodated by an appropriate change in pipe design depth. 2) In no case shall pipe be installed deeper than its design allows. 7. Provisions for Thrust a. Thrust at bends, tees, plugs or other fittings shall be mechanically restrained joints when required by the Drawings, corrosion resistant joints. b. In addition to the mechanical joint restraint required for all bends and fittings, horizontal and vertical bends shall be restrained by concrete thrust blocking and by mechanical joint restraint along the length of the pipe, as recommended by the pipe manufacturer, unless shown otherwise in the design drawings. Inclusion in the plans of dimensions for joint restraint lengths along the pipe, or dimensions for concrete thrust blocking, shall be interpreted to mean the exclusion of the other method of restraint, unless both methods are specifically required in the plans. c. No thrust restraint contribution shall be allowed for the restrained length of pipe within the casing. d. Restrained joints, when required, shall be used for a sufficient distance from each side of the bend, tee, plug, valve or other fitting to resist thrust which will be developed at the design pressure of the pipe. For the purpose of thrust, the following shall apply: 1) Valves shall be calculated as dead ends. 2) Design pressure shall be greater than the working pressure of the pipe or the internal pressure (Pi) whichever is greater. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 9, 2022 33 11 10-7 DUCTILE IRON PIPE Page 7 of 14 3) Restrained joints shall consist of approved mechanical restrained or pushon restrained joints as listed in the City's Standard Products List as shown in Section 01 60 00. e. The Pipe Manufacturer shall verify the length of pipe with restrained joints to resist thrust in accordance with the Drawings, AWWA M41, and the following: 1) The weight of earth (We) shall be calculated as the weight of the projected soil prism above the pipe, for unsaturated soil conditions. 2) Soil density = 130 pcf (maximum value to be used), for unsaturated soil conditions 3) If indicated on the Drawings and the Geotechnical Borings that ground water is expected, account for reduced soil density. 8. Joints a. General —Comply with AWWA/ANSI C111/A21.11. b. Push -On Joints c. Mechanical Joints d. Push -On Restrained Joints 1) Restraining Push -on joints by means of a special gasket a) Only those products that are listed in Section 0160 00 b) The working pressure rating of the restrained gasket must exceed the test pressure of the pipe line to be installed. c) Approved for use of restraining Ductile Iron Pipe in casing with a carrier pipe of 4-inches to 12-inches d) Otherwise only approved if specially listed on the Drawings 2) Push -on Restrained Joint bell and spigot a) Only those products list in the standard products list will be allowed for the size listed in the standard products list per Section 01 60 00. b) Pressure rating shall exceed the working and test pressure of the pipe line. e. Flanged Joints — AWWA/ANSI C 115/A21.15, ASME B 16.1, Class 125 f. Flange bolt circles and bolt holes shall match those of ASME B 16.1, Class 125. g. Field fabricated flanges are prohibited. 9. Gaskets a. Provide Gaskets in accordance with Section 33 1105. 10. Isolation Flanges a. Flanges required by the drawings to be Isolation Flanges shall conform to Section 33 04 10. 11. Bolts and Nuts a. Mechanical Joints 1) Provide bolts and nuts in accordance with Section 33 1105. b. Flanged Ends 1) Meet requirements of AW WA C 115. a) Provide bolts and nuts in accordance with Section 33 1105. 12. Flange Coatings a. Connections to Steel Flanges 1) Buried connections with Steel Flanges shall be coated with a Petrolatum Tape System in accordance with Section 33 1105. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 9, 2022 33 11 10-8 DUCTILE IRON PIPE Page 8 of 14 13. Ductile Iron Pipe Exterior Coatings a. All ductile iron shall have an asphaltic coating, minimum of 1 mil thick, on the pipe exterior, unless otherwise specified in the Contract Documents. 14. Polyethylene Encasement a. All buried Ductile Iron Pipe shall be polyethylene encased. b. Only manufacturers listed in the City's Standard Products List as shown in Section 01 60 00 will be considered acceptable. c. Use only virgin polyethylene material. d. Encasement for buried pipe shall be 8 mil linear low density (LLD) polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density cross -laminated (HDCL) polyethylene encasement conforming to AWWA/ANSI C105/A21.5 and ASTM A674. e. Marking: At a minimum of every 2 feet along its length, the mark the polyethylene film with the following information: 1) Manufacturer's name or trademark 2) Year of manufacturer 3) AWWA/ANSI C105/A21.5 4) Minimum film thickness and material type 5) Applicable range of nominal diameter sizes 6) Warning — Corrosion Protection — Repair Any Damage f. Special Markings/Colors 1) Reclaimed Water, perform one of the following: a) Label polyethylene encasement with "RECLAIMED WATER", b) Provide purple polyethylene in accordance with the American Public Works Association Uniform Color Code; or c) Attach purple reclaimed water marker tape to the polyethylene wrap. 2) Wastewater, perform one of the following: a) Label polyethylene encasement with "WASTEWATER"; b) Provide green polyethylene in accordance with the American Public Works Association Uniform Color Code; or c) Attach green sanitary sewer marker tape to the polyethylene wrap. g. Minimum widths Polyethylene Tube and Sheet Sizes for Push -On Joint Pipe Nominal Pipe Diameter (inches) Min. Width — Flat liibe (inches) Min. Width — Sheet (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 9, 2022 33 11 10 - 9 DUCTILE IRON PIPE Page 9 of 14 Nominal Pipe Diameter (inches) Min. Width — Flat Tube (inches) Min. Width — Sheet (inches) 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 15. Ductile Iron Pipe Interior Lining a. Cement Mortar Lining 1) Ductile Iron Pipe for potable water shall have a cement mortar lining in accordance with AWWA/ANSI C104/A21.04 and be acceptable according to NSF 61. b. Ceramic Epoxy or Epoxy Linings 1) Ductile Iron Pipe for use in wastewater applications shall be lined with a Ceramic Epoxy or Epoxy lining as designated in the City's Standard Products List as shown in Section 0160 00. 2) Apply lining at a minimum of 40 mils DFT. 3) Due to the tolerances involved, the gasket area and spigot end up to 6 inches back from the end of the spigot end must be coated with 6 mils nominal, 10 mils maximum using a Joint Compound as supplied by the manufacturer. a) Apply the joint compound by brush to ensure coverage. b) Care should betaken that the joint compound is smooth without excess buildup in the gasket seat or on the spigot ends. c) Coat the gasket seat and spigot ends after the application of the lining. 4) Surface preparation shall be in accordance with the manufacturer's recommendations. 5) Check thickness using a magnetic film thickness gauge in accordance with the method outlined in SSPC PA 2. 6) Test the interior lining of all pipe barrels for pinholes with a nondestructive 2,500 volt test. a) Repair any defects prior to shipment. 7) Mark each fitting with the date of application of the lining system along with its numerical sequence of application on that date and records maintained by the applicator of his work. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 9, 2022 33 11 10-10 DUCTILE IRON PIPE Page 10 of 14 8) For all Ductile Iron Pipe in wastewater service where the pipe has been cut, coat the exposed surface with the touch-up material as recommended by the manufacturer. a) The touch-up material and the lining shall be of the same manufacturer. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in AWWA C600, AWWA M41 and in accordance with the pipe manufacturer's 11 recommendations. 2. See Section 33 11 11 for installation requirements for Ductile Iron Fittings. 3. Lay pipe to the lines and grades as indicated in the Drawings. 4. Excavate and backfill trenches in accordance with Section 33 05 10. 5. Embed Ductile Iron Pipe in accordance with Section 33 05 10. 6. For installation of carrier pipe within casing, see Section 33 05 24. B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. 2. Handle piping with care to avoid damage. a. Inspect each joint of pipe and reject or repair any damaged pipe prior to lowering into the trench. b. Do not handle the pipe in such a way that will damage the interior lining. 23 c. Use only nylon ropes, slings or other lifting devices that will not damage the 24 surface of the pipe for handling the pipe. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Joint Making 1. Mechanical Joints a. Bolt the follower ring into compression against the gasket with the bolts 32 tightened down evenly then cross torqued in accordance with AWWA C600. b. Overstressing of bolts to compensate for poor installation practice will not be permitted. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 9, 2022 33 11 10 - 11 DUCTILE IRON PIPE Page 11 of 14 2. Push -on Joints a. Install Push -on joints as defined inAWWA/ANSI C111/A21.11. b. Wipe clean the gasket seat inside the bell of all extraneous matter. c. Place the gasket in the bell in the position prescribed by the manufacturer. d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the gasket and the outside of the spigot prior to entering the spigot into the bell. e. When using a field cut plain end piece of pipe, refinish the field cut and scarf to conform to AWWA C600. Flanged Joints a. Use erection bolts and drift pins to make flanged connections. 1) Do not use undue force or restraint on the ends of the fittings. 2) Apply even and uniform pressure to the gasket. b. The fitting must be free to move in any direction while bolting. 1) Install flange bolts with all bolt heads faced in one direction. 4. Joint Deflection a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 13 and grades and shown in the Drawings. b. The deflection of each joint must be in accordance with AWWA C600 Table 3. c. The maximum deflection allowed is 50 percent of that indicated in AWWA C600. d. The manufacturer's recommendation may be used with the approval of the Engineer. D. Polyethylene Encasement Installation Preparation a. Remove all lumps of clay, mud, cinders, etc., on pipe surface prior to installation of polyethylene encasement. 1) Prevent soil or embedment material from becoming trapped between pipe and polyethylene. b. Fit polyethylene film to contour of pipe to affect a snug, but not tight encase with minimum space between polyethylene and pipe. 1) Provide sufficient slack in contouring to prevent stretching polyethylene where it bridges irregular surfaces such as bell -spigot interfaces, bolted joints or fittings and to prevent damage to polyethylene due to backfilling operations. 2) Secure overlaps and ends with adhesive tape and hold. c. For installations below water table and/or in areas subject to tidal actions, seal both ends of polyethylene tube with adhesive tape at joint overlap. 2. Tubular Type (Method A) a. Cut polyethylene tube to length approximately 2 feet longer than pipe section. b. Slip tube around pipe, centering it to provide 1-foot overlap on each adjacent pipe section and bunching it accordion -fashion lengthwise until it clears pipe ends. c. Lower pipe into trench and make up pipe joint with preceding section of pipe. d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 9, 2022 33 11 10 - 12 DUCTILE IRON PIPE Page 12 of 14 e. After assembling pipe joint, make overlap of polyethylene tube, pull bunched polyethylene from preceding length of pipe, slip it over end of the new length of pipe and wrap until it overlaps joint at end of preceding length of pipe. £ Secure overlap in place. g. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel of pipe, securing fold at quarter points. h. Repair cuts, tears, punctures or other damage to polyethylene. i. Proceed with installation of next pipe in same manner. 3. Tubular Type (Method B) a. Cut polyethylene tube to length approximately 1 foot shorter than pipe section. b. Slip tube around pipe, centering it to provide 6 inches of bare pipe at each end. c. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel of pipe, securing fold at quarter points; secure ends. d. Before making up joint, slip 3-foot length of polyethylene tube over end of proceeding pipe section, bunching it accordion -fashion lengthwise. e. After completing joint, pull 3-foot length of polyethylene over joint, overlapping polyethylene previously installed on each adjacent section of pipe by at least 1 foot; make each end snug and secure. 4. Sheet Type a. Cut polyethylene sheet to a length approximately 2 feet longer than piece section. b. Center length to provide 1-foot overlap on each adjacent pipe section, bunching it until it clears the pipe ends. c. Wrap polyethylene around pipe so that it circumferentially overlaps top quadrant of pipe. d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. c. Lower wrapped pipe into trench and make up pipe joint with preceding section of pipe. f. Make shallow bell hole at joints to facilitate installation of polyethylene. g. After completing joint, make overlap and secure ends. h. Repair cuts, tears, punctures or other damage to polyethylene. i. Proceed with installation of next section of pipe in same manner. 5. Pipe -Shaped Appurtenances a. Cover bends, reducers, offsets and other pipe -shaped appurtenances with polyethylene in same manner as pipe and fittings. 6. Odd -Shaped Appurtenances a. When it is not practical to wrap valves, tees, crosses, and other odd -shaped pieces in tube, wrap with flat sheet or split length polyethylene tube by passing sheet under appurtenances and bringing it up around body. b. Make seams by bringing edges together, folding over twice and taping down. c. Tape polyethylene securely in place at the valve stem and at any other penetrations. 7. Repairs a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape or with short length of polyethylene sheet or cut open tube, wrapped around fitting to cover damaged area and secured in place. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 9, 2022 33 11 10 - 13 DUCTILE IRON PIPE Page 13 of 14 8. Openings in Encasement a. Provide openings for branches, service taps, blow -offs, air valves and similar appurtenances by making an X-shaped cut in polyethylene and temporarily folding back film. b. After appurtenance is installed, tape slack securely to appurtenance and repair cut, as well as other damaged area in polyethylene with tape. c. Service taps may also be made directly through polyethylene, with any resulting damaged areas being repaired as described above. 9. Junctions between Wrapped and Unwrapped Pipe: a. Where polyethylene -wrapped pipe joins an adjacent pipe that is not wrapped, extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. b. Secure end with circumferential turns of tape. c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric tape for minimum clear distance of 3 feet away from Cast or Ductile Iron Pipe. 3.5 REPAIR/RESTORATION A. Patching 1. Excessive field -patching is not permitted of lining or coating. 2. Patching of lining or coating will be allowed where area to be repaired does not exceed 100 square inches and has no dimensions greater than 12 inches. 3. In general, there shall not be more than 1 patch on either the lining or the coating of any 1 joint of pipe. 4. Wherever necessary to patch the pipe: a. Make patch with cement mortar as previously specified for interior joints. b. Do not install patched pipe until the patch has been properly and adequately cured and approved for laying by the City. 5. Promptly remove rejected pipe from the site. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Potable Water Mains 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water main as specified in Section 33 04 40. B. Wastewater Lines 1. Closed Circuit Television (CCTV) Inspection a. Provide a Post -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] CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 9, 2022 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION 33 11 10 - 14 DUCTILE IRON PIPE Page 14 of 14 Revision Log DATE NAME SUMMARY OF CHANGE 12/20l2012 D. Johnson 1.2.A.1.b. — Updated Payment types 1.3 —Added definitions of gland types for clarity 2.2.B.9, 10, 11 and 12 — Added reference to Section 33 1105 and removed material specification for bolts, nuts and gaskets 12/9/2022 W Norwood 2.2 B. 7. Revised "Provisions for Thrust' section CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 9, 2022 33 11 12-1 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 1 of 10 SECTION 33 1112 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Polyvinyl Chloride (PVC) Pressure Pipe 4-inch through 24-inch for potable water, wastewater and reuse applications B. Deviations from this City of Fort Worth Standard Specification 1. 2.2.C.3 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. 33 01 31— Closed Circuit Television (CCTV) Inspection 4. 33 04 40 — Cleaning and Acceptance Testing of Water Mains 5. 33 05 10 — Utility Trench Excavation, Embedment and Backfill 6. 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 7. 33 11 11—Ductile Iron Fittings 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measured horizontally along the surface from center line to center line of the fitting, manhole, or appurtenance 2. Payment a. 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 of "PVC Water Pipe" installed for: 1) Various sizes 2) Various types of backfill 3) With or without restrained joints b. 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 of "Sewer Force Main" installed for: 1) Various sizes 3. The price bid shall include: a. Furnishing and installing PVC Pressure Pipe with joints as specified by the Drawings b. Mobilization c. Pavement removal d. Excavation CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 9, 2022 33 11 12 - 2 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 2 of 10 e. Hauling f. Disposal of excess material g. Furnishing, placement and compaction of embedment h. Furnishing, placement and compaction of backfill i. Trench water stops j. Thrust restraint, if required by Contract Documents k. Gaskets 1. Clean-up in. Cleaning n. Disinfection o. Testing 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation Officials (AASHTO). 3. ASTM International (ASTM): a. D1784, Standard Specification for Rigid Poly (Vinyl -Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. b. D3139, Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals. 4. American Water Works Association (AWWA): a. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. b. C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipes and Fittings for Water. c. C900, Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 IN through 60 IN (100 min thru 1,500 mm). d. M23, PVC Pipe — Design and Installation. e. M41, Ductile -Iron Pipe and Fittings. 5. NSF International (NSF): a. 61, Drinking Water System Components —Health Effects. b. 14, Plastics Piping System Components and Related Materials. 6. Underwriters Laboratories, Inc. (UL). a. UL 1285, UL Standard for Safety Pipe and Couplings, Polyvinyl Chloride (PVC), and Oriented Polyvinyl Chloride (PVCO) for Underground Fire Service. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 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. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 9, 2022 33 11 12 - 3 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 3 of 10 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS A. Product Data For PVC Pressure Pipe that is used for water distribution, wastewater force mains or wastewater gravity mains, including: a. PVC Pressure Pipe b. Manufacturer c. Dimension Ratio d. Joint Types 2. Restraint, if required in Contract Documents a. Retainer glands b. Thrust harnesses c. Any other means of restraint 3. Gaskets B. Shop Drawings: When restrained joints are required, furnish for PVC Pressure Pipe used in the water distribution system or for a wastewater force main for 24-inch and greater diameters, including: 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in Texas including: a. Working pressure b. Surge pressure c. Deflection 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed Professional Engineer in Texas, to verify the restraint lengths shown on the Drawings. 3. Lay schedule / drawing for 24-inch and greater diameters sealed by a Licensed Professional Engineer in Texas including: a. Pipe class b. Joints type c. Fittings d. Stationing e. Transitions f. Joint deflection C. Certificates 1. Furnish an affidavit certifying that all PVC Pressure Pipe meets the provisions of this Section, each run of pipe furnished has met Specifications, all inspections have been made and that all tests have been performed in accordance with AWWA C900. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Finished pipe shall be the product of 1 manufacturer for each size, unless otherwise approved by the City. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 9, 2022 33 11 12 - 4 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 4 of 10 1) Change orders, specials, and field changes may be provided by a different manufacturer upon City approval. b. Pipe manufacturing operations shall be performed under the control of the manufacturer. c. All pipe furnished shall be in conformance with AWWA C900. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store and handle in accordance with the guidelines as stated in AWWA M23. 2. Secure and maintain a location to store the material in accordance with Section 01 6600. 1.11 FIELD [SITE] CONDITIONS [NOT USED] fIfmium n 7\gY 11'110[ITI IISK-104 PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. 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. Pipe 1. Pipe shall be in accordance with AWWA C900. 2. PVC Pressure Pipe for potable water shall meet the requirements of NSF 61 and NSF 14. 3. Pressure Pipe shall be approved by the UL. 4. Pipe shall have a lay length of 20 feet except for special fittings or closure pieces necessary to comply with the Drawings. 5. The pipe material shall be PVC, meeting the requirements of ASTM D1784, with a cell classification of 12454. Outside diameters must be equal to those of cast iron and ductile iron pipes. 6. As a minimum the following Dimension Ratio's apply: Diameter (inch) Min Pressure Class (psi) 4 through 12 DR 14 16 through 24 DR 18 7. Pipe Markings a. Meet the minimum requirements of AWWA C900. Minimum pipe markings shall be as follows: CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 9, 2022 33 11 12 - 5 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 5 of 10 1) Manufacturer's Name or Trademark and production record 2) Nominal pipe size 3) Dimension Ratio 4) AWWA C900 5) Seal of testing agency that verified the suitability of the pipe C. Pressure and Deflection Design 1. Pipe design shall be based on trench conditions and design pressure class specified in the Drawings. Pipe shall be designed according to the methods indicated in AWWA M23 for trench construction, using the following parameters: a. Unit Weight of Fill (w) =130 pcf b. Live Load = AASHTO HS 20 c. Trench Depth =12 feet minimum, or as indicated in Drawings d. Maximum E' = 1,000 max e. Deflection Lag Factor =1.0 f. Working Pressure (PW) = 150 psi g. Surge Allowance (PS) =100 psi minimum h. Test Pressure = 1) No less than 1.25 times the stated working pressure (187 psi minimum) of the pipeline measured at the highest elevation along the test section. 2) No less than 1.5 times the stated working pressure (225 psi minimum) at the lowest elevation of the test section. i. Maximum Calculated Deflection = 3 percent j. Restrained Joint Safety Factor (SF) = 1.5 k. Maximum Joint Deflection = 50 percent of the manufacturer's recommendations. 2. Verify trench depths after existing utilities are located. a. Accommodate vertical alignment changes required because of existing utility or other conflicts by an appropriate change in pipe design depth. b. In no case shall pipe be installed deeper than its design allows. 3. Provisions for Thrust a. The Contractor is responsible for determining and providing all thrust restraint. Thrust restraint calculations for all fittings and valves including the restraint length must be provided and sealed by a Licensed Professional Engineer in Texas. b. Thrusts at bends, tees, plugs or other fittings shall be mechanically restrained, corrosion resistant joints. c. In addition to the mechanical joint restraint required for all bends and fittings, horizontal and vertical bends shall be restrained by concrete thrust blocking and by mechanical joint restraint along the length of the pipe, as recommended by the pipe manufacturer, unless shown athe,.wise i the design drawings. ineltision in the plans of dimensions for- joint restraint lengths along the pipe, or- exelusion of the other- method of restraint, u-n4ess both methods are speeifieal4y Fequked in the pla-as. d. No thrust restraint contribution shall be allowed for the restrained length of pipe within the casing. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 9, 2022 33 11 12 - 6 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 6 of 10 e. Restrained joints, where required, shall be used for a sufficient distance from each side of the bend, tee, plug, valve, or other fitting to resist thrust which will be developed at the design pressure of the pipe. For the purpose of thrust the following shall apply: 1) Calculate valves as dead ends. 2) Design pressure shall be greater than the pressure class of the pipe or the internal pressure (Pi), whichever is greater. 3) Restrained joints shall consist of approved mechanical restrained or push - on restrained joints as listed in the City's Standard Products List as shown in Section 0160 00. 4) Restrained PVC pipe is not allowed for pipe greater than 12 inches. f. The Pipe Manufacturer shall verify the length of pipe with restrained joints to resist thrust in accordance with the Drawings and the following: 1) Calculate the weight of the earth (We) as the weight of the projected soil prism above the pipe, for unsaturated soil conditions. 2) Soil density = 115 pcf (maximum value to be used), for unsaturated soil conditions 3) In locations where ground water is encountered, reduce the soil density to its buoyant weight for the backfill below the water table. a) Reduce the coefficient of friction to 0.25. 4. Joints a. Joints shall be gasket, bell and spigot and push -on type conforming to ASTM D3139. b. Since each pipe manufacturer has a different design for push -on joints, gaskets shall be part of a complete pipe section and purchased as such. c. Lubricant must be non -toxic and NSF approved for potable water applications. d. Push -On Restrained Joints shall only be as approved in the Standard Products List in Section 01 60 00. 5. Detectable Markers a. Provide detectable markers in accordance with Section 33 05 26. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in AWWA C600, AWWA C605, AWWA M23 and in accordance with the pipe manufacturer's recommendations. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 9, 2022 33 11 12 - 7 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 7 of 10 2. Lay pipe to the lines and grades as indicated in the Drawings. 3. Excavate and backfill trenches in accordance with Section 33 05 10. 4. Embed PVC Pressure Pipe in accordance with Section 33 05 10. 5. For installation of carrier pipe within casing, see Section 33 05 24. B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. a. Pipe shall be handled and stored in accordance with manufacturer's recommendations. 2. Handle piping with care to avoid damage. a. Inspect each joint of pipe and reject or repair any damaged pipe prior to lowering into the trench. b. Conduit shall be homogenous throughout and free from voids, cracks, inclusions and other defects, and shall be uniform as commercially practicable in color, density and other physical characteristics. c. Use only nylon ropes, slings or other lifting devices that will not damage the surface of the pipe for handling the pipe. 3. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash— during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Joint Making 1. Mechanical Joints a. In accordance with Section 33 11 11. 2. Push -on Joints a. Install Push -On joints as defined in AWWA C900. b. Wipe clean the gasket seat inside the bell of all extraneous matter. c. Place the gasket in the bell in the position prescribed by the manufacturer. d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the gasket and the outside of the spigot prior to entering the spigot into the bell. e. When using a field cut plain end piece of pipe, refinish the field cut to conform to AWWA C605. 3. Joint Deflection a. Deflect the pipe only when necessary to avoid obstructions, or to meet the lines and grades shown in the Drawings. b. Joint deflection shall not exceed 50 percent of the manufacturer's recommendation. D. Detectable Metallic Tape Installation 1. See Section 33 05 26. 3.5 REPAUVRESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED 3.7 FIELD [oR] SITE QUALITY CONTROL A. Potable Water Mains 1. Cleaning, disinfection, hydrostatic testing, and bacteriological testing of water mains: CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 9, 2022 33 11 12 - 8 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 8 of 10 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water main as specified in Section 33 04 40. B. Wastewater Lines 1. Closed Circuit Television (CCTV) Inspection a. Provide a Post -CCTV Inspection in accordance with Section 33 0131. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 9, 2022 33 11 12 - 9 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 9 of 10 Revision Log DATE NAME SUMMARY OF CHANGE 2.2.C.1 and 3.4.C.3 — revised maximum joint deflection requirements 3A.C.1 — Added reference to Ductile Iron Fittings 12/20/2012 D. Johnson 3.4.1) — Removed Marker Balls 1.1 Modified acceptable range for specification from up to 24-inch to up to 36-inch Change Section 2.2 B. 5. from "The pipe material shall be PVC, meeting the 4/1 /2013 F. Cniffin requirements of ASTM D1784, with a cell classification of 12454-B." to "The pipe material shall be PVC, meeting the requirements of ASTM D1784, with a cell classification of 12454". All references to the use of C905 are no longer applicable and are deleted. I1/14/2018 D.V. Magaiia 1.3.A.4.c. — Updated to reflect C900 applicable on PVC pipe sizes 4" through 60". 1. LA Modified acceptable range for specification from 36-inch to 24-inch 1.3.A.4.c Updated C900 to reflect metric dimensions 1.3.A.5.b & 2.2.13.2 Addition of "NSF 14 Plastics Piping System Components and Related Materials" 1.3.A.6.a Addition of "UL 1285 UL Standard for Safety Pipe and Couplings, PVC and PVCO for Underground Fire Service" 2.2.C.3.a Addition of "corrosion resistant" and deletion of "when required by the Drawings" 9/9/22 W Norwood 2.2.C.3. Add" b. In addition to the mechanical joint restraint required for all bends and fittings, horizontal and vertical bends shall be restrained by concrete thrust blocking and by mechanical joint restraint along the length of the pipe as recommended by the pipe manufacturer, unless shown otherwise in the design drawings" 3 A.B.1. Add " a. Pipe shall be handled and stored in accordance with manufacture's recommendations" 3A.B.2 Add "b. Conduit shall be homogenous throughout and free from voids, cracks, inclusions and other defects, and shall be uniform as commercially practicable in color, density and other physical characteristics" CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised September 9, 2022 33 11 13-1 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 1 of 16 SECTION 33 1113 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type (Concrete Pressure Pipe) 24-inch through 72-inch for potable water applications in conformance with AWWA C303 B. Deviations from this City of Fort Worth Standard Specification 1. 2.2.C.2 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 01 31— Closed Circuit Television (CCTV) Inspection 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 6. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 7. Section 33 1105 — Bolts, Nuts, and Gaskets 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Concrete Pressure Pipe a. Measurement 1) Measured horizontally along the surface from center line to centerline of the fitting or appurtenance 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 for "Concrete AWWA C303 Pipe" installed for: a) Various sizes b) Various types of backfill c. The price bid shall include: 1) Furnishing and installing Concrete Pressure Pipe with joints as specified by the Drawings 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 13-2 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 2 of 16 8) Disposal of excess material 9) Furnishing, placement, and compaction of embedment 10) Trench water stops 11) Joint restraint 12) Bolts and nuts 13) Welding 14) Gaskets, if allowed 15) Furnishing, placement, and compaction ofbackfill 16) Clean-up 17) Cleaning 18) Disinfection 19) Testing 2. Concrete Pressure Pipe Fittings a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "C303 Fittings" installed for: a) Various sizes b) Various types of backfill c. The price bid shall include: 1) Furnishing and installing Concrete Pressure Pipe Fittings as specified by the Drawings 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement, and compaction of embedment 10) Trench water stops 11) Joint restraint 12) Bolts and nuts 13) Welding 14) Gaskets, if allowed 15) Furnishing, placement, and compaction ofbackfill 16) Clean-up 17) Cleaning 18) Disinfection 19) Testing 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Society of Mechanical Engineers (ASME): a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25,125 and 250). CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 13 - 3 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 3 of 16 American Society of Testing and Materials (ASTM): a. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. b. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength. c. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. d. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel. e. C33, Standard Specification for Concrete Aggregates. f. C 144, Standard Specification for Aggregate for Masonry Mortar. g. C150, Specification for Portland Cement. h. C595, Standard Specification for Blended Hydraulic Cements. i. C293, Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Center -Point Loading). j. C497, Methods of Testing Concrete Pipe. k. C882, Standard Test Method for Bond Strength of Epoxy -Resin Systems Used With Concrete By Slant Shear. 1. C 1090, Standard Test Method for Measuring Changes in Height of Cylindrical Specimens of Hydraulic -Cement Grout. in. E 165, Standard Practice for Liquid Penetrant Examination for General Industry. 4. American Welding Society (AWS): a. 131.1, Structural Welding Code -Steel. 5. American Water Works Association (AWWA): a. C206, Field Welding of Steel Water Pipe. b. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN. c. C303, Concrete Pressure Pipe, Bar -Wrapped, Steel -Cylinder Type. d. M9, Concrete Pressure Pipe. 6. American Water Works Association/American National Standards Institute (AWWA/ANSI): a. C1 I l/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 7. International Organization for Standardization (ISO). 8. National Sanitation Foundation (NSF): a. NSF 61, Drinking Water System Components -Health Effects 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 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 and/or fabrication for specials. I&301-1►I11WII\If.YJ10031110V,%Y 0 F.11IM11:1u11WII\II A. Product Data 1. Exterior Coating a. Material data b. Application recommendations c. Field touch-up procedures CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 13 - 4 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 4 of 16 2. Joint Wrappers a. Material data b. Installation recommendations 3. Flexible Joint Couplings a. Manufacturer b. Model 4. Mixes a. Mortar for interior joints and patches b. Bonding agents for patches 5. Gaskets (if applicable) B. Shop Drawings — Furnish for Concrete Pressure Pipe used in the potable water systems including: 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in Texas including: a. Internal pressure 1) Working Pressure 2) Test Pressure 3) Surge pressure b. External pressure 1) Deflection 2) Buckling c. Special physical loading such as supports or joint design d. Thermal expansion and/or contraction, if applicable for the proposed installation 2. Thrust restraint calculations for all fittings and valves including the restraint length sealed by a Licensed Professional Engineer in Texas. 3. Fabrication and lay drawings showing a schematic location with profile and a tabulated layout schedule that is sealed by a Licensed Professional Engineer in Texas and includes: a. Pipe class b. Joint types c. Fittings d. Thrust Restraint e. Stationing (in accordance with the Drawings) f. Transitions g. Joint deflection h. Outlet locations for welding, ventilation, and access i. Welding requirements 4. Pipe within Casing a. Provide drawings detailing how pipe is restrained to prevent floating within the casing. C. Certificates and Test Reports a. Submittals for certificates and testing reports shall be as outlined in Article 1.9 of this Section. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 13 - 5 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 5 of 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Shall be American Concrete Pressure Pipe Association (ACPPA) Quality Program certified, I.S.O. Quality Certification Program certified, or equal, for Concrete Pressure Pipe and accessory manufacturing. b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed under the control of the manufacturer. c. Pipe shall be the product of 1 manufacturer which has had not less than 5 years successful experience manufacturing AWWA C303 pipe of the particular type and size indicated. 1) This experience record will be thoroughly investigated by the Engineer, and acceptance will be at the sole discretion of the Engineer and City. 2) Pipe manufacturing operations (pipe, fittings, lining, and coating) shall be performed at 1 location, unless otherwise approved by the Engineer. d. Pipe shall be manufactured in accordance with the latest revisions of AWWA C303. B. Certifications Prior to shipment of the pipe, the Pipe Manufacturer shall submit the following: a. A Certificate of Adequacy of Design stating that the pipe to be furnished complies with AWWA C303 and these Specifications b. Copies of results of factory hydrostatic tests shall be provided to the Engineer c. Mill certificates, including chemical and physical test results for each heat of steel 1) The manufacturer shall perform the tests described in AWWA C303, for all pipe, fittings, and specials, except that the absorption test detailed in this Specification shall supersede the requirements of the applicable portion of AWWA C303. d. Certified test reports for welder certification for factory and field welds in accordance with AWWA C303, Section 5 e. Certified test reports for cement mortar tests f. Certified test reports for steel cylinder tests C. Hydrostatic Pressure Testing Hydrostatic pressure testing shall meet or exceed the requirements of AWWA C303 Section 4.6 — Fabrication. a. Each pipe cylinder, with rings welded to its ends, shall be hydrostatically tested prior to application of lining or coating. b. The internal test pressure shall be that which results in a fiber stress equal to 75 percent of the minimum yield strength of the steel used. c. Each pipe cylinder tested shall be completely watertight under maximum test pressure. d. Test pressure shall be held for sufficient time to observe the weld seams. e. Pipe manufacturer shall maintain a recording of the pressure gauge report and provide to the Engineer. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 13 - 6 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 6 of 16 2. Fittings shall be fabricated from hydrostatically tested pipe or fabricated of welded steel sheets or plates. a. Fittings shall be tested in accordance with AWWA C303. 3. Factory Testing a. Cement Mortar Coating - Absorption Test 1) A water absorption test shall be performed on samples of cured mortar coating taken from each working shift. a) The mortar coating samples shall have been cured in the same manner as the pipe. b) A test value shall consist of the average of a minimum of 3 samples taken from the same working shift. c) The test method shall be in accordance with ASTM C497, Method A. d) The average absorption value for any test shall not exceed 9 percent and no individual sample shall have an absorption exceeding 11 percent. e) Tests for each working shift shall be performed on a daily basis until conformance to the absorption requirements has been established by 10 consecutive passing test results, at which time testing may be performed on a weekly basis for each working shift. (1) Daily testing shall be resumed for each working shift with failing absorption test results and shall be maintained until conformance to the absorption requirements is re-established by 10 consecutive passing test results. D. Cement Mortar Lining 1. Shop -applied cement mortar linings shall be tested in accordance with AWWA C303. E. City Testing and Inspection 1. The City reserves the option to have an independent testing laboratory, at the City's expense, inspect pipe and fittings at the pipe manufacturer's plant. a. The City's testing laboratory and Engineer shall have free access to the manufacturer's plant. b. The pipe manufacturer shall notify the City, in writing, at least 2 weeks prior to pipe fabrication as to start of fabrication and fabricating schedule. The City will then advise the manufacturer as to City's decision regarding tests to be performed by an independent testing laboratory. c. In the event the City elects to retain an independent testing laboratory to make material tests and weld tests, it is the intent that the tests be limited to 1 spot testing of each category unless the tests do not show compliance with the standard. 1) If these tests do not show compliance, the City reserves the right to have the laboratory make additional tests and observations. 2. The inspection and testing by the independent testing laboratory anticipates that production of pipe shall be done over a normal period of time and without "slow downs" or other abnormal delays. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 13 - 7 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 7 of 16 a. In the event that an abnormal production time is required, and the City is required to pay excessive costs for inspection, then the Contractor shall be required to reimburse the City for such costs over and above those which would have been incurred under a normal schedule of production as determined by the Engineer. F. Manufacturer's Technician for Pipe Installation Pipe Manufacturer's Representative a. During the construction period, the pipe manufacturer shall furnish the services of a factory trained, qualified, job experienced technician to advise and instruct, as necessary, in pipe laying and pipe jointing. 1) The technician shall assist and advise the Contractor in his pipe laying operations and shall instruct construction personnel in proper joint assembly and joint inspection procedures. 2) The technician is not required to be on -site full time; however, the technician shall be regularly on -site during the first 2 weeks of pipe laying and thereafter as requested by the Engineer, City or Contractor. 1.10 DELIVERY, STORAGE, AND HANDLING A. Packing 1. Prepare pipe for shipment to: a. Afford maximum protection from normal hazards of transportation b. Allow pipe to reach project site in an undamaged condition 2. Pipe damaged in shipment shall not be delivered to the project site unless such damaged pipe is properly repaired. 3. After the completed pipe and fittings have been removed from the final cure at the manufacturing plant: a. Protect pipe lining from drying by means of plastic end covers banded to the pipe ends. b. Maintain covers over the pipe ends at all times until ready to be installed. c. Moisture shall be maintained inside the pipe by periodic addition of water as necessary. 4. Pipes shall be carefully supported during shipment and storage. a. Pipe, fittings and specials shall be separated so that they do not bear against each other and the whole load shall be securely fastened to prevent movement in transit. b. Ship pipe on padded bunks with tie -down straps approximately over stulling. c. Store pipe on padded skids, sand or dirt berms, tires or other suitable means to protect the pipe from damage. d. Each end and each length of pipe, fitting or special (42-inches and larger) and the middle of each pipe joint shall be internally supported and braced with stalls to maintain a true circular shape. i. Internal stulls shall consist of timber or steel firmly wedged and secured so that stulls remain in place during storage, shipment and installation. ii. Pipe shall be rotated so that one Stull remains vertical during storage, shipment and installation. iii. At a minimum, stulls shall be placed at each end, each quarter point and center. B. Delivery, Handling, and Storage CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 13 - 8 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 8 of 16 1. Once the first shipment of pipe has been delivered to the site, the Engineer and the Contractor shall inspect the pipe's interior coating for excessive cracking. a. If excessive cracking is found, exceeding the allowance in AWWA C303, modify shipping procedures to reduce or eliminate cracking. 2. Deliver, handle and store pipe in accordance with the manufacturer's recommendations to protect coating systems. C. Marking for Identification 1. For each joint of pipe and each fitting, plainly mark on 1 end: a. Class for which it is designated b. Date of manufacturer c. Identification number d. Top centerlines shall be marked on all specials. D. Point of Delivery 1. The Contractor is responsible for securing and maintaining a location to store the material in accordance with Section 0166 00. 1.11 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. 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. General a. Pipe shall be manufactured in accordance with the latest revisions of AWWA C303, AWWA M9, as well as the special requirements of this Specification. b. All pipe shall meet the requirements of NSF 61. 2. Cement a. Cement for use in concrete and mortar shall be Type I or H Portland Cement or Blended Hydraulic Cement Type 1L. 3. Aggregates a. Aggregates for concrete lining and coating shall conform to ASTM C33. 4. Sand a. Sand used for inside and outside joints shall be of silica base, conforming to ASTM C144. 5. Special Coating (Mortar Rings) CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 13 - 9 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 9 of 16 a. Pipe to be installed in casing shall have 2 built-up mortar rings, each approximately 2 feet long and slightly higher than the pipe bell, to prevent the pipe from being supported by the pipe bell. b. Built-up mortar rings are to be applied at the quarter points of the pipe section. 6. Bushings, Couplings and Plugs a. Where outlets or taps are threaded, furnish and install brass reducing bushings in larger steel half couplings for the outlet size indicated. b. Threaded plugs shall be brass. 7. Mixes a. Cement Mortar 1) Cement mortar used for pouring joints shall consist of - a) 1 part Portland Cement or Blended Hydraulic Cement Type 1L b) 2 parts clean, fine, sharp silica sand c) Mixed with water d) No manufactured sand shall be permitted. e) Exterior joint mortar shall be mixed to the consistency of thick cream. f) Interior joint mortar shall be mixed with as little water as possible so that the mortar is very stiff, but workable. g) Cement shall be ASTM C150, Type I or Type H. h) Sand shall conform to ASTM C144. 2) Cement mortar used for patching shall be mixed as per cement mortar for inside joints. 8. Joint Wrappers a. Joint wrappers shall be manufactured by Mar -Mac Manufacturing Company, or approved equal. b. For pipe within casing, Flex Protex joint filler, or approved equal, maybe used for pipes that can be welded from the interior. 9. Flexible Joint Couplings a. Flexible Joint Couplings shall be Dresser Style 38, Smith -Blair Style 411 or approved equal. 10. Pipe Ends a. The standard pipe end shall include steel joint ring and a continuous solid rubber ring gasket as per AWWA M9. 11. Gaskets 1) Flange in accordance with AWWA C207. 2) Provide Gaskets in accordance with Section 33 1105. 12. Bolts and Nuts a. Flanged Ends 1) Flange in accordance with AWWA C207. 2) Provide bolts and nuts in accordance with Section 33 1105. 13. Isolation Flanges a. Flanges required by the drawings to be Isolation Flanges shall conform to Section 33 04 10. 14. Flange Coatings a. Flange Coatings in accordance with Section 33 1105. 15. Threaded Outlets a. Where outlets or taps are threaded, Threaded with CC Threads and furnish and install brass bushings for the outlet size indicated. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 13 - 10 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 10 of 16 16. Weld Lead Outlets (if applicable) a. Use of threaded outlets for access for weld leads is permitted. b. Additional outlet configurations shall be approved by the Engineer. c. Outlets shall be welded after use. 17. Snap Rings a. Snap rings shall be manufactured by Hanson, or approved equal. C. Performance / Design Criteria Pipe Design a. Pipe shall be designed, manufactured and tested in accordance with the latest revisions of AWWA C303, AWWA M9, as well as the special requirements of this Specification. b. Sizes and pressure classes (working pressure) shall be as specified in the Drawings. c. For the purposes of pipe design, working pressure plus transient pressure shall be as indicated below. d. Pipe design shall be based on trench conditions and design pressure class specified in the Drawings. e. Pipe shall be designed according to the methods indicated in AWWA C303 and AWWA M9 for trench construction, using the following parameters: 1) Unit Weight of Fill (w) = 130 pounds per cubic foot 2) Live Load = AASHTO H-20 truck for unpaved conditions 3) Live Load = Cooper E-80 loading for railroad crossings 4) Trench Depth = As indicated on Drawings 5) Coefficient K„ = 0.150 6) Trench Width (Bd) as indicated on Drawings 7) Bedding Conditions = as indicated on Drawings 8) Pressure Class = 150 psi min. working pressure 9) Surge Allowance = 100 psi minimum a) where: Total Pressure (including surge) = 150 psi + 100 psi = 250 psi. 10) Deflection Lag Factor = 1.0 11) Soil Reaction Modulus (E') < 1,000 f. Trench depths indicated on Drawings shall be verified after existing utilities are located. 1) Vertical alignment changes required because of existing utility or other conflicts shall be accommodated by an appropriate change in pipe design depth. 2) In no case shall pipe be installed deeper than its design allows. 2. Provisions for Thrust a. The contractor is responsible for determining and providing all thrust restraint. Thrust restraint calculations for all fittings and valves including the restraint length must be provided and sealed by a Licensed Professional Engineer in Texas. b. Thrust at bends, tees or other fittings shall be resisted by restrained joints or snap rings. 1) Thrust at bends adjacent to casing shall be restrained by welding joints through the casing and a sufficient distance each side of the casing. 2) No thrust restraint contribution shall be allowed for pipe in casing unless the annular space in the casing is filled with grout. 3) The disc ee for- t4mst ,.stain, st,,,w on the T,...,.., ngs is the m needs as specified heFeia. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 13 - 11 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 11 of 16 a) I n ease shall the r-estfained this,,.e be loss than indiea4ed On �l.o Drawings-. b. Restrained joints shall be used a sufficient distance from each side of the bend, tee, plug or other fitting to resist thrust which develops at the design pressure of the pipe. 1) The distance for thrust restraint shown on the Drawings is the minimum restraint and does not relieve the manufacturer from calculating the restraint needs as specified herein. a) In no case shall the restrained distance be less than indicated on the Drawings. 2) Restrained joints shall consist of welded joints or snap rings. 3) In areas where restrained joints are used for thrust restraint, the pipe shall have adequate cylinder thickness to transmit the thrust forces. c. Thrust restraint design 1) The length of pipe with restrained joints to resist thrust forces shall be verified by the pipe manufacturer in accordance with AWWA M9 and the following: a) The Weight of Earth (We) shall be calculated as the weight of the projected soil prism above the pipe. (1) Soil Density = 130 pounds per cubic foot (maximum value to be used for unsaturated soil). d. Thrust collars will only be permitted for temporary plugs. 1) Thrust collars may not be used for any other application, unless approved in writing by the Engineer. 3. Inside Diameter a. The inside diameter, of the cement mortar lining shall be the nominal diameter specified, unless otherwise indicated on the Drawings. 4. Joint Bonds, Insulated Connections and Flange Gaskets a. Joint Bonds, Insulated Connection and Flange Gaskets shall be in accordance with Section 33 04 10. 5. Bend Fittings a. All bend fittings shall be long radius to permit passage of pipeline pigs. 6. Fittings with Flanges 1) Flanged joints shall be provided at connections to valves and where indicated on the Drawings. 2) Ends to be fitted with slip-on flanges shall have the longitudinal or spiral welds ground flush to accommodate the type of flanges provided. 3) Pipe flanges and welding of flanges to Concrete Pressure Pipe shall conform to the requirements of AWWA C207 and AWWA C206. 4) Pipe flanges shall be of rated pressure equal to or greater than the adjacent pipe class. 5) Flanges shall match the fittings or appurtenances which are to be attached. 6) Flanges shall be Class E with 275 psi working pressure in accordance with AWWA C207 and in accordance with ASME B16.1 Class 125 for areas designated with a 225 psi test pressure. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 331113 -12 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 12 of 16 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install Concrete Pressure Pipe, fittings, specials and appurtenances as required for the proper functioning of the completed pipe line. 2. Install pipe, fittings, specials and appurtenances as specified herein, as specified in AWWA M9, and in accordance with the pipe manufacturer's recommendations. 3. Lay pipe to the lines and grades show on the Drawings. 4. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 5. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. 6. If pipe is placed in casing, restrain pipe from floating as required in Article 1.6.13.4. B. Pipe Handling 1. Haul and distribute pipe fittings at the project site and handle piping with care to avoid damage. 2. Before lowering into the trench and inspect each joint of pipe and reject or repair any damaged pipe. 3. Pipe shall be handled at all times with a minimum of 1 wide non-abrasive sling, belts or other equipment designed to prevent damage to the coating or lining. 4. The equipment shall be kept in such repair that its continued use is not injurious to the coating. 5. The spacing of pipe supports required to handle the pipe shall be adequate to prevent cracking or damage to the lining or coating. C. Pipe Jointing General a. Thoroughly clean the bell and spigot rings before laying each joint of pipe by brushing and wiping. b. If any damage to the protective coating on the metal has occurred, repair the damage before laying the pipe. c. Lubricate the gasket and the inside surface of the bell with an approved lubricant (flax soap) which will facilitate the telescoping of the joint. d. Tightly fit together sections of pipe and exercise care to secure true alignment and grade. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 13 - 13 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 13 of 16 e. When a joint of pipe is being laid, place the gasket on the spigot ring and enter the spigot end of the pipe into the bell of the adjoining pipe and force into position. 1) The inside joint space between ends of the pipe sections shall have an opening within the tolerances as recommended by the pipe manufacturer. f. No "blocking up" of pipe or joints will be permitted, and if the pipe is not uniformly supported or the joint not made up properly, remove the joint and properly prepare the trench. g. After joining, check the position of the gasket with a feeler gauge. 1) If the gasket is out of position, disassemble the joint and repeat the joint laying procedure. h. For interior welded joints, complete backfilling before welding. i. For exterior field -welded j oints, provide adequate working room under and beside the pipe. Exterior Joints a. Make the exterior joint by placing a joint wrapper around the pipe and secure in place with 2 metal straps. 1) The wrapper shall be 9 inches wide for pipe 36-inches and larger, and 7 inches wide for smaller pipe, hemmed on each side. 2) The wrapper shall be fiberglass reinforced or burlap cloth, with lengths encircling the pipe, leaving enough opening between ends to allow the mortar to be poured inside the wrapper into the joint. 3) Fill the joint with mortar from 1 side in 1 continuous operation until it has flowed entirely around the pipe. 4) During the filling of the joint, pat or manipulate the sides of the wrapper to settle the mortar and expel any entrapped air. 5) Leave wrappers in place undisturbed until the mortar has set-up. 3. Interior Joints a. Upon completion of backfilling of the pipe trench, fill the inside joint recess with a stiff cement mortar/high-strength grout. b. Prior to placing of mortar/grout, clean out dirt or trash which has collected in the joint and moisten the concrete surfaces of the joint space by spraying or brushing with a wet brush. c. Ram or pack the stiff mortar/grout into the joint space and take extreme care to insure that no voids remain in the joint space. d. After the joint has been filled, level the surfaces of the joint mortar/grout with the interior surfaces of the pipe with a steel trowel so that the surface is smooth. e. Interior j oints of pipe smaller than 21-inches shall have the bottom of the bell buttered with grout, prior to inserting the spigot, such that when the spigot is pushed into position it will extrude surplus grout from the joint. 1) The surplus grout shall be struck off flush with the inside of the pipe by pulling a filled burlap bag or an inflated ball through the pipe with a rope. 4. Welded Joints a. Weld joints in accordance with the AWWA M9. 1) Contractor shall provide adequate ventilation for welders and for the City to observe welds. 2) Unless otherwise specified on the Drawings, welds shall be full circle fillet welds. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 13 - 14 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 14 of 16 b. Adequate provisions for reducing temperature stresses shall be the responsibility of the Contractor. c. Before welding: 1) Thoroughly clean pipe ends. 2) Weld pipe by machine or by the manual shielded electric arc process. d. Welding shall be performed so as not to damage lining or coating. e. Furnish labor, equipment, tools and supplies, including shielded type welding rod. 1) Protect welding rod from any deterioration prior to its use. 2) If any portion of a box or carton is damaged, reject the entire box or carton. f In all hand welding: 1) The metal shall be deposited in successive layers. 2) Not more than 1/8 inch of metal shall be deposited in each pass. 3) Each pass except the final 1, whether in butt or fillet welds, shall be thoroughly bobbed or peened to relieve shrinkage stresses and to remove dirt, slag or flux before the succeeding bead is applied. 4) Each pass shall be thoroughly fused into the plates at each side of the welding groove or fillet and shall not be permitted to pile up in the center of the weld. 5) Undercutting along the side shall not be permitted. g. Welds shall be free from pin holes, non-metallic inclusions, air pockets, undercutting and/or any other defects. h. If the ends of the pipe are laminated, split or damaged to the extent that satisfactory welding contact cannot be obtained, remove the pipe from the line. i. Furnish each welder employed with a steel stencil for marking the welds so that the work of each welder may be identified. 1) Have each welder stencil the pipe adjacent to the weld with the stencil assigned to him. a) In the event any welder leaves the job, his stencil shall be voided and not duplicated if another welder is employed. i. Welders 1) Each welder employed by the Contractor shall be required to satisfactorily pass a welding test in accordance with AWWA C206 before being allowed to weld on the line. 2) After each welder has qualified in the preliminary tests referred to above, inspections shall be made of joints in the line. a) The inspection will be done by a Certified Welding Inspector retained by the City. 3) Any welder making defective welds shall not be allowed to continue to weld. k. Weld Testing 1) Dye penetrant tests in accordance with ASTM E165, or magnetic particle test in accordance with AWWA C206 and set forth in AWS D.1.1. shall be performed by the Contractor under the supervision and inspection of the City's Representative or an independent testing laboratory, on all full welded joints. a) Welds that are defective will be replaced or repaired, whichever is deemed necessary by the Engineer, at the Contractor's expense. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 13 - 15 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 15 of 16 b) If the Contractor disagrees with the Engineer's interpretation of welding tests, test sections maybe cut from the joint for physical testing. The Contractor shall bear the expense of repairing the joint, regardless of the results of physical testing. (1) The procedure for repairing the joint shall be approved by the Engineer before proceeding. 5. Protection of Exposed Metal a. Protect exposed ferrous metal by a minimum of 1 inch coating of cement mortar as previously specified for inside joints, unless otherwise specified in the Drawings. b. Exposed large flat surfaces such as flanges, bolts, caulked joints, threaded outlets, closures, etc., shall have coating reinforced with galvanized wire mesh. c. Thoroughly clean and wet the surface receiving a cement mortar coating with water just prior to placing the cement mortar coating. d. After placing, take care to prevent cement mortar from drying out too rapidly by covering with damp earth or burlap. e. Cement mortar coating shall not be applied during freezing weather. 6. Patching a. Excessive field -patching of lining or coating shall not be permitted. b. Patching of lining or coating will be allowed where area to be repaired does not exceed 100 square inches and has no dimensions greater than 12 inches. c. In general, there shall not be more than 1 patch on either the lining or the coating of any 1 joint of pipe. d. Wherever necessary to patch the pipe, make patch with cement mortar as previously specified for interior joints. e. Do not install patched pipe until the patch has been properly and adequately cured and approved for laying by the City. i Promptly remove rejected pipe from the site. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field [oR] Site Tests and Inspections 1. Cleaning and Testing a. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 1) Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water main as specified in Section 33 04 40. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 13 - 16 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 16 of 16 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 1.10.A.4.d. — Size revision for stall requirement 12/20/2012 D. Johnson 2.2.B.10, 11, 12 and 13 — Added reference to Sections 33 1105 and 33 04 10; removed material specifications for bolts, nuts and gaskets (1.3) (A) (3) h. C595, "Standard Specification for Blended Hydraulic Cements" added; 3/07/25 E Wolde (2.2) (B) (2) a. and (7) (a) (1) a. "or Blended Hydraulic Cement Type 1L" added. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised March 7, 2025 33 11 14-1 BURIED STEEL PIPE AND FITTINGS Pagel of 26 SECTION 33 1114 BURIED STEEL PIPE AND FITTINGS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Buried Steel Pipe 24-inches and larger for potable water applications B. Deviations from this City of Fort Worth Standard Specification 1. 2.2.C.2 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 01 31— Closed Circuit Television (CCTV) Inspection 4. Section 33 04 10 —Joint Bonding and Electrical Isolation 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 6. Section 33 05 10 — Utility Trench Excavation, Embedment, and Backfill 7. Section 33 1105 — Bolts, Nuts, and Gaskets 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Buried Steel Pipe a. Measurement 1) Measured horizontally along the surface from center line to center line of the fitting 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 of "Steel AWWA C200 Pipe" installed for: a) Various sizes b) Various type of backfill c. The price bid shall include: 1) Furnishing and installing Buried Steel Pipe with joints as specified by the Drawings 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement and compaction of embedment 10) Thrust restraint CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14-2 BURIED STEEL PIPE AND FITTINGS Page 2 of 26 11) Bolts and nuts 12) Welding 13) Gaskets 14) Furnishing, placement and compaction of backfill 15) Trench water stops 16) Clean-up 17) Cleaning 18) Disinfection 19) Testing Buried Steel Pipe Fittings a. Measurement 1) Measurement for this Item shall be by lump sum. 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 lump sum price bid for "Steel Fittings". c. The price bid shall include: 1) Furnishing and installing Buried Steel Pipe with joints as specified by the Drawings 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement and compaction of embedment 10) Thrust restraint 11) Bolts and nuts 12) Welding 13) Gaskets 14) Furnishing, placement and compaction of backfill 15) Trench water stops 16) Clean-up 17) Cleaning 18) Disinfection 19) Testing 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Architectural Manufacturers Association (AASHTO). 3. American Society of Mechanical Engineers (ASME): a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250). 4. ANSI International (ASTM): a. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PDI Tensile Strength. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14-3 BURIED STEEL PIPE AND FITTINGS Page 3 of 26 b. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. c. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel. d. C33, Standard Specifications for Concrete Aggregates. e. C144, Standard Specification for Aggregate for Masonry Mortar. f. C150, Standard Specification for Portland Cement. g. C216, Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale). h. D 16, Standard Terminology for Paint, Related Coatings, Materials, and Applications. i. D242, Standard Specification for Mineral Filler for Bituminous Paving Mixtures. j. DD522, Standard Test Methods for Mandrel Bend Test of Attached Organic Coatings. k. D2240, Standard Test Method for Rubber Property-Durometer Hardness. 1. D4541, Standard Test Method for Pull -Off Strength of Coatings Using Portable Adhesion Testers. in. E165, Standard Practice for Liquid Penetrant Examination for General Industry. 5. American Welding Society (AWS) 6. D1.1, Structure Welding Code -Steel. 7. American Water Works Association (AWWA): a. C200, Steel Water Pipe - 6 Inches and Larger. b. C205, Cement Mortar Protective Lining and Coating for Steel Water Pipe 4 Ins and Larger Shop -Applied. c. C206, Field Welding of Steel Water Pipe. d. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN e. C208, Dimensions for Fabricated Steel Water Pipe Fittings. f. C210, Liquid -Epoxy Coating Systems for the Interior and Exterior of Steel Water Pipelines. g. C216, Heat Shrinkable Cross -Linked Polyolefin Coatings for the Exterior of Special Sections, Connections, and Fittings for Steel Water Pipelines h. C222, Polyurethane Coatings for the Interior and Exterior of Steel Water Pipe and Fittings i. M 11, Steel Pipe - A Guide for Design and Installation. 8. American Water Works Association/American National Standards Institute (AWWA/ANSI): a. C11 l/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 9. International Organization for Standardization (ISO). 10. NACE International (MACE): a. SP0188, Discontinuity (Holiday) Testing of New Protective Coatings on Conductive Substrates. 11. NSF International (NSF): a. 61, Drinking Water System Components - Health Effects. 12. Spray Polyurethane Foam Alliance (SPFA). 13. Society for Protective Coatings (SSPC)/National Associate of Corrosion Engineers (NACE) a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 4 BURIED STEEL PIPE AND FITTINGS Page 4 of 26 b. SP 1, Solvent Cleaning. c. SP 2, Hand Tool Cleaning. d. SP 3, Power Tool Cleaning. 14. Society for Protective Coatings/National Associate of Corrosion Engineers (SSPC/NACE) a. SP 10/NACE No. 2, Near -White Blast Cleaning. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 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 and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Exterior Coating a. Material data b. Application recommendations c. Field touch-up procedures 2. Heat Shrink Sleeves, if applicable a. Material data b. Installation recommendations 3. Joint Wrappers, if applicable a. Material data b. Installation recommendations 4. Mixes a. Mortar for interior joints and patches b. Bonding agents for patches 5. Gaskets B. Shop Drawings 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in Texas including: a. Internal pressure 1) Maximum design pressure 2) Surge pressure b. External pressure 1) Deflection 2) Buckling 3) Extreme loading conditions c. Special physical loading such as supports or joint design d. Thermal expansion and/or contraction 2. Thrust restraint calculations for all fittings and valves including the restraint length sealed by a Licensed Professional Engineer in Texas to verify the restraint lengths shown in the Drawings. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14-5 BURIED STEEL PIPE AND FITTINGS Page 5 of 26 Fabrication and lay drawings showing a schematic location with profile and a tabulated layout schedule that is sealed by a Licensed Professional Engineer in Texas and includes: a. Pipe class b. Joint types c. Fittings d. Outlets e. Thrust Restraint f. Stationing (in accordance with the Drawings) g. Transitions h. Joint deflection i. Interior lining j. Outlet locations for welding, ventilation, and access k. Welding requirements and provisions for thermal stress control C. Certificates and Test Reports Prior to shipment of the pipe, the pipe manufacturer shall submit the following: a. A Certificate of Adequacy of Design stating that the pipe to be furnished complies with AWWA C200, AWWA C205, AWWA C210, AWWA C222 and these Specifications. b. Copies of results of factory hydrostatic tests shall be provided to the Engineer. c. Mill certificates, including chemical and physical test results for each heat of steel. d. A Certified Test Report from the polyurethane coating manufacturer indicating that the coatings were applied in accordance with manufacturer's requirements and in accordance with this Specification. e. Certified test reports for welder certification for factory and field welds in accordance with AWWA C200, Section 4.11. f. Certified test reports for cement mortar tests. g. Certified test reports for steel cylinder tests. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Shall be certified under S.P.F.A. or I.S.O. quality certification program for steel pipe and accessory manufacturing b. Finished pipe shall be the product of 1 manufacturer. c. Pipe manufacturing operations (pipe, lining and coatings) shall be performed under the control of the manufacturer. d. The pipe manufacturer shall not have less than 5 years successful experience manufacturing pipe of the particular type and size indicated or demonstrate an experience record that is satisfactory to the Engineer and City. 1) This experience record will be thoroughly investigated by the Engineer, and acceptance will be at the sole discretion of the Engineer and City. 2) Pipe manufacturing operations (pipe, fittings, lining, coating) shall be performed at 1 location, unless otherwise approved by the Engineer. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14-6 BURIED STEEL PIPE AND FITTINGS Page 6 of 26 e. Manufacture pipe in accordance with the latest revisions of AWWA C200, AWWA C205, AWWA C210 and AWWA C222. 1.10 DELIVERY, STORAGE, AND HANDLING A. Packing 1. Prepare pipe for shipment to: a. Afford maximum protection from normal hazard of transportation b. Allow pipe to reach project site in an undamaged condition 2. Pipe damaged in shipment shall not be delivered to the project site unless such damaged pipe is properly repaired. 3. After the completed pipe and fittings have been removed from the final cure at the manufacturing plant: a. Protect pipe lining from drying by means of plastic end covers banded to the pipe ends. b. Maintain covers over the pipe ends at all times until ready to be installed. c. Moisture shall be maintained inside the pipe by periodic addition of water, as necessary. 4. Pipes shall be carefully supported during shipment and storage. a. Pipe, fittings and specials shall be separated so that they do not bear against each other and the whole load shall be securely fastened to prevent movement in transit. b. Ship pipe on padded bunks with tie -down straps approximately over stulling. c. Store pipe on padded skids, sand or dirt berms, tires or other suitable means to protect the pipe from damage. d. Each end of each length of pipe, fitting or special and the middle of each pipe joint shall be internally supported and braced with stulls to maintain a true circular shape. 1) Internal stulls shall consist of timber or steel firmly wedged and secured so that stulls remain in place during storage, shipment and installation. 2) Pipe shall be rotated so that 1 stull remains vertical during storage, shipment and installation. 3) At a minimum, stulls shall be placed at each end and center. a) Additional stulls may be required depending upon the length of the joints and pipe design. 4) Stulls shall not be removed until backfill operations are complete (excluding final clean up), unless it can be demonstrated to the City's satisfaction that removal of stulls will not adversely affect pipe installation. B. Delivery, Handling, and Storage 1. Once the first shipment of pipe has been delivered to the site, the Engineer and the Contractor shall inspect the pipe's interior coating for excessive cracking. 2. If excessive cracking is found, the Contractor shall modify shipping procedures to reduce or eliminate cracking. 3. Deliver, handle and store pipe in accordance with the manufacturer's recommendations to protect coating systems. 4. Secure and maintain a location to store the material in accordance with Section 01 6600. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14-7 BURIED STEEL PIPE AND FITTINGS Page 7 of 26 1.11 FIELD CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed by the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. 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 General a. Pipe shall be manufactured in accordance with the latest revisions of AWWA C200, AWWA C205, AWWA C210 and AWWA C222. b. All pipe lining material in contact with potable water shall meet the requirements of NSF 61. Exterior Polyurethane Coating a. For Pipe: 1) Polyurethane Coating shall be factory applied and meet the requirements of AWWA C222. Use a Coating Standard ASTM D16, Type V system which is a 100 percent solids, 2-component polyurethane (or 2-package polyisocyanate, polyol-cured urethane) coating. a) Components shall have balanced viscosities in their liquid state and shall not require agitation during use. b) Conversion to Solids by Volume: 97 percent ± 3 percent c) Temperature Resistance: Minus 40 degrees F and plus 150 degrees F d) Minimum Adhesion: 1500 psi, when applied to steel pipe which has been blasted to comply with SSPC SP 10/NACE No. 2 (1) Cure Time: For handling in 2-3 minutes at 120 degrees F and full cure within 7 days at 70 degrees F e) Maximum Specific Gravities (1) Polyisocyanate resin, 1.20 (2) Polyol resin, 1.15 f) Minimum Impact Resistance: 80 inch -pounds using 1-inch diameter steel ball g) Minimum Tensile Strength: 2000 psi h) Hardness: Minimum Durometer hardness of 65 on the Shore D scale in accordance with ASTM D2240 i) Flexibility Resistance (1) ASTM D522 using 1-inch mandrel (2) Allow coating to cure for 7 days. (3) Perform testing on test coupons held for 15 minutes at temperature extremes specified above. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14-8 BURIED STEEL PIPE AND FITTINGS Page 8 of 26 j) Dry Film Thickness: 35 mils k) Coating shall be a self priming, plural component, 100 percent solids, non -extended polyurethane, suitable for burial or immersion and shall be: (1) Corropipe II Omni as manufactured by Madison Chemical Industries Inc. (2) Durashield 210 as manufactured by LifeLast, Inc., or (3) Protec H, as manufactured by ITW — Futura Coatings, Inc. 2) The coating manufacturer shall have a minimum of 5 years experience in the production of this type coating. b. For Specials, Fittings, Repair and Connections 1) Provide shop -applied and field -applied coating as follows: a) Corropipe H Omni, and GP H (E) Touch -Up, respectively, as manufactured by Madison Chemical Industries, or b) Durashield 210, Durashield 310, or Durashield 310 JARS as manufactured by LifeLast, Inc., or c) Protec II, or as recommended by the coating manufacturer. d) Properties specified above. e) Mix and apply polyurethane coatings in accordance with the coating manufacturer's recommendations. Cement Mortar Linings a. Cement mortar linings shall be shop -applied. b. Shop -applied cement mortar linings shall conform to the requirements of AWWA C205 with the following modifications: 1) Sand used for cement mortar shall be silica sand ASTM C33. 2) Curing of the linings shall conform to the requirements of AWWA C205. 4. Gaskets 1) Flange in accordance with AWWA C207. 2) Provide Gaskets in accordance with Section 33 1105. 5. Bolts and Nuts a. Flanged Ends 1) Flange in accordance with AWWA C207. 2) Provide bolts and nuts in accordance with Section 33 1105. 6. Flange Coatings a. Flange Coatings in accordance with Section 33 1105. Steel shall: a. Meet the requirements of AWWA C200 b. Be of continuous casting c. Be homogeneous d. Be suitable for field welding e. Be fully kilned f. Be fine austenitic grain size 8. Bend Fittings a. Fabricate all fittings from hydrostatically tested pipe. b. All bend fittings shall be long radius to permit easy passage of pipeline pigs. 9. Threaded Outlets a. Where outlets or taps are threaded, Threaded with CC Threads and furnish and install brass bushings for the outlet size indicated. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14-9 BURIED STEEL PIPE AND FITTINGS Page 9 of 26 10. Weld Lead Outlets a. Use of threaded outlets for access for weld leads is permitted. b. Additional outlet configurations shall be approved by the Engineer. c. Outlets shall be welded after use. 11. Mixes a. Mortar for Joints 1) Mortar shall be 1 part cement to 2 parts sand. 2) Cement shall be ASTM C150, Type I or H. 3) Sand shall be of sharp silica base. a) Sand shall conform to ASTM C144. 4) Interior joint mortar shall be mixed with as little water as possible so that the mortar is very stiff, but workable. 5) Water for cement mortar shall be from a potable water source. 6) Mortar for patching shall be as per interior joints. b. Bonding Agent 1) Bonding Agent for Cement Mortar Lining must meet NSF 61, if cement lining is in contact with potable water. 2) Bonding agent for cement mortar lining patching shall be: a) Probond Epoxy Bonding Agent ET-150, parts A and B b) Sikadur 32 Hi -Mod, or c) Approved equal 12. Heat Shrink Sleeves for Polyurethane Coated Steel Pipe a. Primer: Provide as recommended by the sleeve manufacturer. b. Filler Mastic: Provide mastic filler as recommended by the heat shrink sleeve manufacturer. 1) Size and type shall be as recommended by the sleeve manufacturer for type of pipe and joint. c. Joint Coating: Cross -linked polyolefin wrap or sleeve with a mastic sealant, 85 mils total thickness, suitable for pipeline operating temperature, sleeve material recovery as recommended by the manufacturer. 1) High recovery sleeves shall be provided for bell and spigot and coupling style joints with a minimum of 50 percent recovery. 2) Sleeve length shall provide a minimum of 3 inches overlap onto intact pipe coating on each side of the joint. 3) Width to take into consideration shrinkage of the sleeve due to installation and joint profile d. Heat shrink sleeves shall meet AWWA C216, as manufactured by: 1) Canusa 2) Raychem, or 3) Approved equal e. Provide heat shrink sleeve suitable to interior joint welding without damage to heat shrink sleeve. C. Performance / Design Criteria 1. Pipe Design a. Steel pipe shall be designed, manufactured and tested in conformance with AWWA C200, AWWA Ml 1 and these Specifications. b. Sizes and pressure classes (working pressure) shall be as shown below. c. For the purpose of pipe design, the transient pressure plus working pressure shall be as indicated below. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 331114-10 BURIED STEEL PIPE AND FITTINGS Page 10 of26 d. Fittings, specials and connections shall be designed for the same pressures as the adjacent pipe. e. Pipe design shall be based on trench conditions and the design pressure in accordance with AWWA M11; using the following parameters: 1) Unit Weight of Fill (W) =130 pounds per cubic foot 2) Live Load a) = AASHTO HS 20, at all locations except at railroads b) = Cooper E80, at Railroads 3) Trench Depth = As indicated in the Drawings 4) Deflection Lag Factor (Di) = 1.0 5) Coefficient (K) = 0.10 6) Maximum Calculated Deflection: a) Dx = 3 percent (for polyurethane coated pipe) b) Dx = 2 percent (for cement mortar coated pipe) 7) Soil Reaction Modulus (E') < 1,000 8) Working Pressure = 150 psi a) Test Pressure = (1) No less than 1.25 minimum times the stated working pressure (187 psi minimum) of the pipeline measured at the highest elevation along the test section. (2) No less than 1.5 times the stated working pressure (225 psi minimum) at the lowest elevation of the test section. 9) Surge Allowance = 100 psi, minimum a) Where Total Pressure (including surge) = 150 psi + 100 psi = 250 psi f. Fittings and specials shall be: 1) Designed in accordance with AWWA C208 and AWWA MI except that crotch plates shall be used for outlet reinforcement for all Pressure Diameter Values, PDV, greater than 6,000. g. Where the pipe requires additional external support to achieve the specified maximum deflection, the Contractor and pipe supplier will be required to furnish alternate methods for pipe embedment. 1) No additional compensation will be made to the Contractor by the Owner where this method is required. h. Trench depths indicated shall be verified after existing utilities are located. 1) Vertical alignment changes required because of existing utility or other conflicts shall be accommodated by an appropriate change in pipe design depth. 2) In no case shall pipe be installed deeper than its design allows. i. Field fabrication or cutting is not allowed, unless otherwise approved by the City. 2. Provisions for Thrust a. The Contractor is responsible for determining and providing all thrust restraint. Thrust restraint calculations for all fittings and valves including the restraint length must be provided and sealed by a Licensed Professional Engineer in Texas. b. Thrust at bends, tees or other fittings shall be resisted by restrained joints. 1) Thrust at bends adjacent to casing shall be restrained by welding joints through the casing and a sufficient distance each side of the casing. a) In nee c as ve shal4 therves# inn dd a:..anece l.o toss than i—na:,..a*oa An the, D......;.,,.s CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 331114-11 BURIED STEEL PIPE AND FITTINGS Page 11 o£26 Pipe Type Maximum Stress at Working Pressure Polyurethane Coated Steel 23,000 psi Mortar Coated Steel NOT USED c. Pipe which is placed in casing or tunnel shall have a minimum pipe wall steel thickness of 0.375 inches or pipe D/144, whichever is greater, where D is the nominal pipe diameter. d. Pipe, fittings and specials shall be designed such that the maximum stresses in the pipe due to thrust loading will not exceed 18,000 psi. 3. Seams a. Except for mill -type pipe, the piping shall be made from steel plates rolled into cylinders or sections thereof with the longitudinal and girth seams butt welded or shall be spirally formed and butt welded. 1) There shall be not more than 2 longitudinal seams. 2) Girth seams shall be butt welded and shall not be spaced closer than 6 feet except in specials and fittings. 4. Joint Length a. Maximum joint length shall not exceed 50 feet. b. Maximum joint length of steel pipe installed in casing shall meet the project requirements. c. Manufactured random segments of pipe will not be permitted for straight runs of pipe. 1) Closing piece segments, however, shall be acceptable. 5. Joint Bonds, Insulated Connections and Flange Gaskets a. Joint Bonds, Insulated Connection, and Flange Gaskets shall be in accordance with Section 33 04 10. 6. Bend Fittings a. All bend fittings shall be long radius to permit passage of pipeline pigs. 7. Pipe Ends a. Pipe ends shall be: 1) Lap welded slip joints 2) Butt strap joint 3) Flanged joint 4) Flexible coupled joint 5) Roll groove gasket joint b. Pipe ends shall be welded or harnessed where indicated and as necessary to resist thrust forces. 1) Thrust at bends adjacent to casing shall be restrained by welding joints through the casing and a sufficient distance each side of the casing. c. Rubber Gasket Joint 1) Rubber gasketed joints (O-ring or Carnegie Joints) will only be allowed for pipe sizes 54-inch diameter and smaller. 2) Joints shall conform to AWWA C200 standard. 3) The joints shall consist of: a) Bell (1) Flared bell end formed and sized by forcing the pipe or a plug die or by expanding on segmental dies. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 331114-12 BURIED STEEL PIPE AND FITTINGS Page 12 of 26 b) Spigot (1) Rolled spigot or carnegie shaped steel joint ring in accordance with AWWA C200 and as shown as Item F or H in Figure 8-1 of the AWWA MI 1. 4) The welded area of bell and spigot pipe ends shall be checked after forming by the dye penetrant or magnetic particle method. 5) The difference in diameter between the interior diameter (I.D.) of the bell and the outer diameter (O.D.) of the spigot shoulder at point of full engagement with an allowable deflection shall be no more than 0.04 inches as measured on the circumference with a diameter tape. 6) The gasket shall have sufficient volume to approximately fill the area of the groove and shall conform to AWWA C200. 7) The joint shall be suitable for the specified test and/or surge pressure and deflection. 8) Joints shall be of clearances such that water tightness shall be provided under all operating and test conditions with a pipe diameter deflection based upon the supplied pipe coating. 9) Joints shall be electrically continuous. d. Lap Welded Slip Joint 1) Lap welded slip joint shall be provided in all locations for pipe larger than 24-inches and where joints are welded for thrust restraint. 2) Lap welded slip joints may be welded from the inside or outside. 3) Ends of pipe, fittings and specials for field welded joints shall be prepared with 1 end expanded in order to receive a plain end making a bell and plain end type of joint. a) Clearance between the surfaces of lap joints shall not exceedl/8 inch at any point around the periphery. 4) In addition to the provisions for a minimum lap of 1 %2 inches as specified in AWWA C200, the depth of bell shall be such as to provide for a minimum distance of 1 inch between the weld and the nearest tangent of the bell radius when welds are to be located on the inside of the pipe. e. Fittings with Flanges 1) Flanged joints shall be provided at connections to valves and where indicated on the Drawings. 2) Ends to be fitted with slip-on flanges shall have the longitudinal or spiral welds ground flush to accommodate the type of flanges provided. 3) Pipe flanges and welding of flanges to steel pipe shall conform to the requirements of AWWA C207 and AWWA C206. 4) Pipe flanges shall be of rated pressure equal to or greater than the adjacent pipe class. 5) Flanges shall match the fittings or appurtenances which are to be attached. 6) Flanges shall be Class E with 275 psi working pressure in accordance with AWWA C207 and drilled in accordance with ASME B16.1 Class 125 for areas designated with a 225 test pressure. 7) When Isolation Flanges are required by the Drawings, Drillings shall accommodate the required spacing for mylar sleeves according to Section 33 04 10. f. Flexible Couplings 1) Flexible couplings shall be provided where specified on the Drawings. 2) Ends to be joined by flexible couplings shall be: CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 331114-13 BURIED STEEL PIPE AND FITTINGS Page 13 of26 a) Plain end type, prepared as stipulated in AWWA C2OO. b) Welds on ends to be joined by couplings shall be ground flush to permit slipping the coupling in at least 1 direction to clear the pipe joint. c) Harness bolts and lugs shall comply with AWWA MI 1. g. Butt Strap Closure Joints 1) Where necessary to make closure to pipe previously laid, closure joints shall be installed using butt strap joints in accordance with AWWA C2O6 and applicable provisions of this Specification. Polyurethane Coating a. Applicator Qualifications 1) Equipment shall be certified by the coating manufacturer to meet the requirements for: a) Material mixing b) Temperature control c) Application rate d) Ratio control for multi -part coatings 2) Equipment not meeting the written requirements of the coating manufacturer shall be rejected for coating application until repairs or replacement of the equipment is made to the satisfaction of the City. 3) Personnel responsible for the application of the coating system shall: a) Provide certification of attendance at the coating manufacturer's training class within the last 3 years b) Be present during all coating application work and shall have responsibility for controlling all aspects of the coating application b. Surface Preparation 1) Remove visible oil, grease, dirt and contamination in accordance with SSPC SP 1. 2) Remove surface imperfections such as metal slivers, burrs, weld splatter, gouges or delaminations in the metal by filing or grinding prior to abrasive surface preparation. 3) In cold weather or when moisture collects on the pipe and the temperature of the pipe is less than 45 degrees F, preheat pipe to a temperature between 45 and 90 degrees F and 5 degrees F above dew point. 4) Clean pipe by abrasive blasting with a mixture of steel grit and shot to produce the surface preparation cleanliness as required by coating manufacturer and as specified. a) Recycled abrasive shall be cleaned of debris and spent abrasive in an air wash separator. 5) Blast media mixture and gradation shall be adequate to achieve a sharp angular surface profile as required by coating manufacturer and to the minimum depth specified. 6) Protect prepared pipe from humidity, moisture and rain. 7) Keep pipe clean, dry and free of flash rust. a) Remove all flash rust, imperfections or contamination on cleaned pipe surface by reblasting prior to primer application. 8) Complete priming and coating of pipe in a continuous operation the same day as surface preparation. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 331114-14 BURIED STEEL PIPE AND FITTINGS Page 14 of26 9) Abrasive blast exterior surfaces in accordance with SSPC SP 10/NACE No. 2; to a near -white blast cleaning with a minimum 3.0 mil angular profile in bare steel. c. Equipment 1) 2-component, heated airless spray unit in accordance with coating manufacturer's recommendation d. Temperature 1) Minimum 5 degrees F above dew point temperature a) The temperature of the surface shall not be less than 60 degrees F during application. e. Humidity 1) Heating of pipe surfaces may be required to meet requirements of this Section if relative humidity exceeds 80 percent. f. Resin 1) Do not thin or mix resins; use as received. 2) Store resins at a temperature recommended by the coating manufacturer. g. Application 1) Applicator shall be certified by the coating manufacturer and conform to coating manufacturer's recommendations. a) Thinning is not permitted. 2) Apply directly to pipe to achieve a total dry film thickness (DFT) of 35 mils. 3) Multiple -pass, 1 coat application process is permitted provided maximum allowable recoat time specified by coating manufacturer is not exceeded. 4) Provide cutbacks in accordance with coating manufacturer's recommendations as appropriate for the type of joint and heat shrink sleeve to be used. h. Recoating 1) Recoat only when coating has cured less than maximum time specified by coating manufacturer. 2) When coating has cured for more than recoat time, brush -blast or thoroughly sand the surface. 3) Blow -off cleaning using clean, dry, high pressure compressed air. i. Curing 1) Do not handle pipe until coating has been allowed to cure, per manufacturer's recommendations. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL A. Marking for Identification For each joint of pipe and each fitting, plainly mark on 1 end: a. Class for which it is designated b. Date of manufacturer c. Identification number d. Top centerlines shall be marked on all specials B. Factory Testing 1. Cement Mortar Lining - Shop -applied cement mortar linings shall be tested in accordance with AWWA C205. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 331114-15 BURIED STEEL PIPE AND FITTINGS Page 15 of26 2. Polyurethane Coating - The polyurethane coating shall be tested in accordance with AWWA C222. a. Thickness: Test thickness of coating in accordance with SSPC PA 2. 1) Test coating system applied to the pipe for holidays according to the procedures outlined in NACE SP0188 using a high voltage spark tester (operating at 100 volts per mil), for the dry film thickness (DFT) specified of 35 mil. b. Adhesion Testing 1) Polyurethane coatings or linings shall have an adhesion to steel of 1,500 pounds per square inch, minimum. 2) Test polyurethane coating adhesion to steel substrates using pneumatic pull off equipment, such as HATE Model 108 or Delfesko Positest, in accordance with ASTM D4541 and AWWA C222, except as modified in this Section. 3) Adhesion testing records shall include: a) Pipe identification b) Surface tested (interior or exterior) c) Surface temperature d) Coating thickness e) Tensile force applied f) Mode of failure g) Percentage of substrate failure relative of dolly surface 4) Glue dollies for adhesion testing to the coating surface and allowed to cure for a minimum of 12 hours. a) Because of high cohesive strength, score polyurethane coatings around the dolly prior to conducting the adhesion test. 5) Failure shall be by adhesive and cohesive failure only. a) Adhesive failure is defined as separation of the coating from the steel substrate. b) Cohesive failure is defined as failure within the coating, resulting in coating remaining both on the steel substrate and dolly. 6) Retest partial adhesion and glue failure if the substrate failure is less than 50 percent relative of the dolly surface area and the applied tension was less than the specified adhesion. 7) Glue failures in excess of the minimum required tensile adhesion are accepted as meeting the specified adhesion requirements. 8) Conduct, accept and reject adhesion tests on polyurethane pipe coating and lining independently (where applicable). 9) Frequency of adhesion testing in accordance with AWWA C222. 10) Randomly select repair patches on the polyurethane coating for adhesion testing in a manner as described herein and at the discretion of the coating inspector conducting the adhesion tests. a) Adhesion of repairs shall be as specified by the coating manufacturer for the type of repair. C. Manufacturer's Technician for Pipe Installation 1. Pipe Manufacturer's Representative CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 331114-16 BURIED STEEL PIPE AND FITTINGS Page 16 of26 a. If required by the Engineer or requested by the Contractor during construction, the pipe manufacturer shall furnish the services of a factory trained, qualified, job experienced technician to advise and instruct as necessary in pipe laying and pipe jointing. 1) The technician shall assist and advise the Contractor in his pipe laying operations and shall instruct construction personnel in proper joint assembly and joint inspection procedures. 2) The technician is not required to be on -site full time; however, the technician shall be regularly on -site during the first 2 weeks of pipe laying and thereafter as requested by the Engineer, City or Contractor. Polyurethane Coating Manufacturer's Representative a. The pipe manufacturer shall provide services of polyurethane coating manufacturer's representative and a representative from the heat shrink joint manufacturer for a period of not less than 3 days at beginning of actual pipe laying operations to advise Contractor and City regarding installation, including but not limited to: 1) Handling and storage 2) Cleaning and inspecting 3) Coating repairs 4) Field applied coating 5) Heat shrink installation procedures 6) General construction methods and how they may affect pipe coating b. Representative shall be required to return if, in the opinion of the Engineer, the polyurethane coating or the Contractor's construction methods do not comply with Contract Specifications. 1) Cost for the manufacturer's representatives to return to the site shall be at no additional cost to the City. D. Hydrostatic Pressure Testing 1. Perform hydrostatic pressure testing in accordance with AWWA C2OO. 2. Hydrostatically test each joint of pipe prior to application of lining or coating. a. The internal test pressure shall be that which results in a fiber stress equal to 75 percent of the minimum yield strength of the steel used. b. Each joint of pipe tested shall be completely watertight under maximum test pressure. c. Test pressure shall be held for sufficient time to observe the weld seams. d. Maintain a recording pressure gauge, reference number of pipe tested, etc. 1) The pipe shall be numbered in order that this information can be recorded. 3. Test fittings by: a. Hydrostatic test b. Magnetic particle test c. Ultrasonic d. Radiography e. Dye penetrant test E. City Testing and Inspection 1. Pipe may be subject to inspection at the manufacturer's facility by an independent testing laboratory, which laboratory shall be selected and retained by the City. a. Representatives of the City, City's laboratory, or the Engineer shall have access to the work whenever it is in preparation or progress. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 331114-17 BURIED STEEL PIPE AND FITTINGS Page 17 of26 b. Pipe manufacturer shall provide proper facilities for access and for inspection. c. Pipe manufacturer shall notify the City in writing, a minimum of 2 weeks prior to the pipe fabrication so that the City may advise the manufacturer as to the City's decision regarding tests to be performed by an independent testing laboratory. d. Material, fabricated parts and pipe, which are discovered to be defective, or which do not conform to the requirements of this Specification shall be subject to rejection at any time prior to City's final acceptance of the product. 2. The inspection and testing by the independent testing laboratory anticipates that production of pipe shall be done over a normal period of time and without "slow downs" or other abnormal delays. a. The pipe manufacturer shall coordinate their manufacturing schedule with the Contractor and advise the Contractor of any changes in the schedule. PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install steel pipe, fittings, specials and appurtenances as specified herein, as specified in AWWA M11, in accordance with the pipe manufacturer's recommendations and as required for the proper functioning of the completed pipe line. 2. Lay pipe to the lines and grades as indicated in the Drawings. 3. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 4. For installation of carrier pipe within casing, see Section 33 05 24. 5. Inspect and test each joint for holidays just prior to pipe being lowered into the ditch. a. All damaged areas and holidays are to be repaired before the pipe is lowered into the trench. 6. Place and consolidate embedment and backfill prior to removing pipe stulls. Maximum allowable pipe deflection is limited to: a. 2 percent for mortar coated steel pipe b. 3 percent for polyurethane coated steel pipe 8. Install bonds at all pipe joints, except for welded joints or insulated joints. B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. 2. Handle pipe with care to avoid damage. a. Pipe shall be handled at all times with sufficient non-abrasive slings, belts or other equipment designed to prevent damage to the coating or lining. b. The spacing of pipe supports required to handle the pipe shall be adequate to prevent cracking or damage to the lining or coating. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 331114-18 BURIED STEEL PIPE AND FITTINGS Page 18 of26 c. Inspect each joint of pipe and reject or repair any damaged pipe prior to lowering into the trench. d. The equipment shall be kept in such repair that its continued use is not injurious to the coating. e. Do not lay pipe in wet conditions. 3. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Line Up at Bends 1. Line up pipe for joining so as to prevent damage thereto. a. Thoroughly clean the bell and spigot ends of each joint of pipe of foreign matter, rust and scale before placing spigot into bell. 2. Where abrupt changes in grade and direction occur, employ special shop fabricated fittings for the purpose. a. Field cutting the ends of the steel pipe to accomplish angular changes in grade or direction of the line shall not be permitted. D. Pipe Laying 1. Rubber Gasket Joints a. Join rubber gasket joints in accordance with the manufacturer's recommendations. b. Clean bell and spigot of foreign material. c. Lubricate gaskets and bell and relieve gasket tension around the perimeter of the pipe. d. Engage spigot as far as possible in bell. e. Joint deflection or pull shall not exceed the manufacturer's recommendation. f. Check gasket with feeler gauge all around the pipe. g. In areas of petroleum hydrocarbon soil contamination, install special Neoprene gaskets or approved equal. Welded Joints a. Weld joints in accordance with AWWA C2O6. 1) Contractor shall provide adequate ventilation for welders and for City's representative to observe welds. 2) Welds shall be full circle fillet welds, unless otherwise specified. 3) Welding shall be completed after application of field applied joint coating. b. Adequate provisions for reducing temperature stresses shall be the responsibility of the Contractor. c. After the pipe has been joined and properly aligned and prior to the start of the welding procedure: 1) The spigot and bell shall be made essentially concentric by shimming or tacking to obtain clearance tolerance around the periphery of the joint. 2) In no case shall the clearance tolerance be permitted to accumulate. d. Before welding: 1) Thoroughly clean pipe ends. 2) Weld pipe by machine or by the manual shielded electric arc process. 3) Welding shall be performed so as not to damage lining or coating. 4) Cover the polyurethane coating as necessary to protect from weld splatter. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 331114-19 BURIED STEEL PIPE AND FITTINGS Page 19 of 26 e. Furnish labor, equipment, tools and supplies, including shielded type welding rod. 1) Protect welding rod from any deterioration prior to its use. 2) If any portion of a box or carton is damaged, reject the entire box or carton. f. Hand Welding 1) The metal shall be deposited in successive layers. 2) Not more than 1/8 inch of metal shall be deposited in each pass. 3) Each pass except the final 1, whether in butt or fillet welds, shall be thoroughly bobbed or peened to relieve shrinkage stresses and to remove dirt, slag or flux before the succeeding bead is applied. 4) Each pass shall be thoroughly fused into the plates at each side of the welding groove or fillet and shall not be permitted to pile up in the center of the weld. 5) Undercutting along the side shall not be permitted. g. Welds shall be free from pin holes, non-metallic inclusions, air pockets, undercutting and/or any other defects. h. If the ends of the pipe are laminated, split or damaged to the extent that satisfactory welding contact cannot be obtained, remove the pipe from the line. i. Furnish each welder employed with a steel stencil for marking the welds, so that the work of each welder may be identified. j. Have each welder stencil the pipe adjacent to the weld with the stencil assigned to him. 1) In the event any welder leaves the job, his stencil shall be voided and not duplicated if another welder is employed. k. Welders 1) Use only competent, skilled and qualified workmen. a) Each welder employed by the Contractor shall be required to satisfactorily pass a welding test in accordance with AWWA C206 before being allowed to weld on the line. b) After each welder has qualified in the preliminary tests referred to above, inspections shall be made of joints in the line. c) Any welder making defective welds shall not be allowed to continue to weld. E. Interior Joint Grouting 1. Upon completion of backfilling of the pipe trench, clean out dirt or trash which has collected in the joint and moisten the concrete surfaces of the joint space by spraying or brushing with a wet brush. 2. Fill the inside of the joint recess with a stiff cement mortar. Where the mortar joint opening is 1 inch or wider, such as where trimmed spigots are required, apply a bonding agent to mortar and steel surface prior to placing joint mortar. 4. Ram or pack the stiff mortar into the joint space and take extreme care to ensure that no voids remain in the joint space. 5. After the joint has been filled, level the surfaces of the joint mortar with the interior surfaces of the pipe with a steel trowel so that the surface is smooth. 6. Interior joints of pipe 24-inch and smaller shall have the bell buttered with mortar, prior to inserting the spigot, such that when the spigot is pushed into position it will extrude surplus mortar from the joint. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 331114-20 BURIED STEEL PIPE AND FITTINGS Page 20 of26 a. The surplus mortar shall be struck off flush with the inside of the pipe by pulling a filled burlap bag or inflated ball through the pipe with a rope. F. Exterior Joint Protection 1. Heat Shrink Sleeves a. General 1) Buried pipe joints shall be field coated after pipe assembly in accordance with AWWA C216, using Heat Shrink Sleeves. 2) Width of heat shrink sleeve shall be sufficient to overlap the polyurethane coating by a minimum of 3 inches. 3) Overlapping of 2 or more heat shrink sleeves to achieve the necessary width will not be permitted. b. Installation 1) Clean pipe surface and adjacent coating of all mud, oil, grease, rust and other foreign contaminates with a wire brush in accordance with SSPC SP 2, or SSPC SP 3. Remove oil or grease contamination by solvent wiping the pipe and adjacent coating in accordance with SSPC SP 1. a) Clean the full circumference of the pipe and a minimum of 6 inches onto the existing coating. 2) Remove all loose or damaged pipe coating at joint and either repair the coating as specified herein or increase the length of the joint coating, where reasonable and practical. 3) Complete joint bonding of non -welded pipe joints before application of joint coating. 4) Joint bonds shall be low profile bonds and all gaps and crevices around the bonds shall be filled with mastic sealant. 5) Store sleeves in shipping box until use is required. a) Keep dry and sheltered from exposure to direct sunlight. b) Store off the ground or concrete floors and maintain at a temperature between 60 degrees F and 100 degrees F as recommended by the sleeve manufacturer. 6) Metal surface shall be free of all dirt, dust and flash rusting prior to sleeve application. 7) Preheat pipe uniformly to 140 degrees F to 160 degrees F or as recommended by the sleeve manufacturer. a) Monitor pipe temperature using a surface temperature gauge, infrared thermometer or color changing crayons. b) Protect preheated pipe from rain, snow, frost or moisture with tenting or shields and do not permit the joint to cool. 8) Prime joint with specified primer and fill all cracks, crevices and gaps with mastic filler in accordance with the manufacturer's recommendations for the full circumference of the pipe. 9) Apply heat shrink sleeve when it is at a minimum temperature or 60 degrees F and while maintaining the pipe temperature above the preheat temperature specified. 10) Apply sleeve in accordance with the manufacturer's instructions and center the sleeve over the joint to provide a minimum of 3-inch overlay onto the existing pipe coating. 11) Apply heat to the sleeve using either propane fire infrared heaters or wrap around heaters. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 21 BURIED STEEL PIPE AND FITTINGS Page 21 of 26 a) Hold flame a minimum of 6 inches from the sleeve surface. b) Periodically roll the coating on the pipe surface. c) Heat from the center of the sleeve to the outer edge until properly seated, then begin in the opposite direction. d) Monitor sleeve for color change, where appropriate, or with appropriate temperature gauges. e) Take care not to excessively heat the parent coating. 12) Completed joint sleeve shall be fully bonded to the pipe and existing coating surface, without voids, mastic beading shall be visible along the full circumference of the sleeve, and there shall be no wrinkling or excessive burns on the sleeves. a) Sleeves which do not meet these requirements shall be removed and the joint recoated as directed by the Engineer. b) Minor repairs may be repaired using heat shrink sleeve repair kits. 13) Allow the sleeve to cool before moving, handling or backfilling. In hot climates, provide shading from direct sunlight. a) Water quenching will be allowed only when permitted by the sleeve manufacturer. G. Protective Welded Joints Coating System — Weld After Backfill General a. Application of protective coating at the pipe joints will be as follows: 1) Apply a 3 layer joint coating system consisting of a factory applied 35 mil polyurethane coating 2) A field applied 60 mil by 6 inch wide strip of CANUSA HCO Wrapid Tape heat resistant tape at the location of the welding 3) A field applied 110 mil (full recovered thickness) by 18 inch wide CANUSA AquaWrap high shrink heat shrinkable joint sleeve 4) After the heat shrinkable joint sleeve is installed, backfill the trench and then weld the joint. b. The Contractor is responsible for his operations so that they do not damage the factory applied coating system. c. When applying the 3 layer joint coating system for post welding the joints, the Contractor must show that his operation will not damage the joint coating system to the Engineer's satisfaction. d. The Contractor will be required to fully uncover a maximum of 10 joints, selected at random by the Engineer or City to visually inspect and test the joint after welding. Any damage must be repaired. 1) If the Contractor's welding procedure damages the 3 layer joint coating system, the Contractor, at the direction of the Engineer, will be required to modify his welding procedure. Joint Coating (3 Layer) a. Apply 3 Layer Joint Coating System before Welding the Joint b. Pipe Manufacturing and Heat Tape 1) A 35 mil thickness polyurethane coating shall be applied over entire length of pipe. 2) The Contractor shall field apply 60 mil thick by 6 inch wide strip of CANUSA HCO Wrapid Tape heat resistant tape to the exterior bell end of the pipe, centered on the location of the welding, over a 35 mil factory applied polyurethane coating. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 331114-22 BURIED STEEL PIPE AND FITTINGS Page 22 of 26 c. Surface Preparation and Installation for Heat Shrinkable Joint Sleeve 1) Clean pipe surface and adjacent coating of all mud, oil, grease, rust and other foreign contaminates with a wire brush in accordance with SSPC SP 2, or SSPC SP 3. Remove oil or grease contamination by solvent wiping the pipe and adjacent coating in accordance with SSPC SP 1. a) Clean the full circumference of the pipe and a minimum of 6 inches onto the existing coating. 2) Remove all loose or damaged pipe coating at joint and either repair the coating as specified herein or increase the length of the joint coating, where reasonable and practical. 3) Complete joint bonding of pipe joints before application ofjoint coating. a) Joint bonds shall be low profile bonds and all gaps and crevices around the bonds shall be filled with mastic sealant. 4) Store sleeves in shipping box until use is required. a) Keep dry and sheltered from exposure to direct sunlight. b) Store off the ground or concrete floors and maintain at a temperature between 60 degrees F and 100 degrees F as recommended by the sleeve manufacturer. 5) Metal surface shall be free of all dirt, dust and flash rusting prior to sleeve application. 6) Preheat pipe uniformly to 140 degrees F to 160 degrees F or as recommended by the sleeve manufacturer. a) Monitor pipe temperature using a surface temperature gauge, infrared thermometer or color changing crayons. b) Protect preheated pipe from rain, snow, frost or moisture with tenting or shields and do not permit the joint to cool. 7) Prime joint with specified primer and fill all cracks, crevices, and gaps with mastic filler in accordance with the manufacturer's recommendations for the full circumference of the pipe. 8) Apply heat shrink sleeve when it is at a minimum temperature or 60 degrees F and while maintaining the pipe temperature above the preheat temperature specified. a) Apply sleeve in accordance with the manufacturer's instructions and center the sleeve over the joint to provide a minimum of 3-inch overlay onto the existing pipe coating. 9) Apply heat to the sleeve using either propane fire infrared heaters or wrap around heaters. a) Hold flame a minimum of 6 inches from the sleeve surface. b) Periodically roll the coating on the pipe surface. c) Heat from the center of the sleeve to the outer edge until properly seated, then begin in the opposite direction. d) Take care not to excessively heat the parent coating. e) Monitor sleeve for color change, where appropriate, or with appropriate temperature gauges. 10) Completed joint sleeve shall be fully bonded to the pipe and existing coating surface, without voids, mastic beading shall be visible along the full circumference of the sleeve, and there shall be no wrinkling or excessive burns on the sleeves. a) Sleeves which do not meet these requirements shall be removed and the joint recoated as directed by the Engineer. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 23 BURIED STEEL PIPE AND FITTINGS Page23 of26 b) Minor repairs may be repaired using heat shrink sleeve repair kits. 11) Allow the sleeve to cool before moving, handling or backfilling. a) In hot climates, provide shading from direct sunlight. b) Water quenching will be allowed only when permitted by the sleeve manufacturer. 12) Holiday testing shall be performed using a high voltage holiday tester (operating at 100 volts per mil) at each joint after field application of heat shrinkable joint sleeve per SPO188. a) If any holidays or cuts are detected, the sleeve shall be repaired using the heat shrink sleeve manufacturer's recommendation. b) The damaged area shall be covered with a minimum of 50-min overlap around the damaged area. H. Protection of Buried Metal 1. Coat buried ferrous metal such as bolts and flanges, which cannot be protected with factory or field -applied polyurethane coatings or heat shrink sleeves, with 2 wraps of wax tape and encase in flowable fill. 3.5 REPAIR A. Repair and Field Touchup of Polyurethane Coating 1. For repair and field touch-up of polyurethane coating, apply: a. Madison GP II (E) Touchup Polyurethane Coating b. Lifelast Durasheild 210, 310 or 310 JARS c. ITW — Futura Coatings Protec 11, or d. Coating manufacturer's recommendation 2. Holidays a. Remove all traces of oil, grease, dust, dirt and other debris. b. Roughen area to be patched by sanding with rough grade sandpaper (40 grit). c. Apply a 35 mil coat of repair material described above. d. Work repair material into scratched surface by brushing or rolling in accordance with manufacturer's recommendations. e. Retest for Holiday. 3. Field Cuts or Large Damage a. If in the opinion of the City the polyurethane coating is excessively damaged, the pipe segment will be rejected until the coating system is removed and replaced so that the system is in a like -new condition. b. Remove burrs from field cut ends or handling damage and smooth out edge of polyurethane coating. c. Remove all traces of oil, grease, dust, dirt and other debris. d. Roughen area to be patched with rough grade sandpaper (40 grit). e. Feather edges and include overlap of 2 inches of roughened polyurethane in area to be patched. f. Apply a 35 mil coat of repair material described above, in accordance with manufacturer's recommendations. g. Work repair material into scratched surface by brushing. h. Feather edges of repair material into prepared surface. i. Cover at least 1 inch of roughed area surrounding damage or adjacent to field cut. Test repairs for holidays. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 331114-24 BURIED STEEL PIPE AND FITTINGS Page 24 of26 B. Patch of Cement Mortar Lining 1. Repair cracks larger than 1/16 inch. 2. Pipes with disbonded linings will be rejected. 3. Excessive patching of lining shall not be permitted. 4. Repair in accordance with AWWA C205 and as follows: a. Apply bonding agent to patch area. b. Patching of lining shall be allowed where area to be repaired does not exceed 100 square inches and has no dimension greater than 12 inches. c. In general, there shall be not more than 1 patch in the lining of any joint of pipe. 5. Wherever necessary to patch the pipe, make the patch with the mortar indicated. 6. Do not install patched pipe until the patch has been properly and adequately cured, unless approved by the City. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Tests and Inspections Quality Control of Field Applied Polyurethane Coating a. Surface Preparation 1) Visually inspect surface preparation to ensure cleanliness and dryness requirements have been met. 2) Use Testex tape on at least 1 joint per day to ensure that adequate profile is being achieved. b. Visual 1) Visually inspect cured coating to ensure that the coating is completely cured with no blisters, cracks, pinholes, missed areas, excessive roughness, "sticky" or "gooey" areas. 2) Check to ensure that the coating completely covers the steel and existing coating. c. Thickness 1) Use a magnetic dry film thickness (DFT) gauge on cured coating to ensure adequate thickness has been achieved according to SSPC PA 2. a) If the thickness of the coating is below the minimum specified millage anywhere along the length of the pipe, then adjustments must be made to the spray system to correct the problem. 2) At a minimum, the thickness shall be measured for every 50 square feet of sprayed area. d. Adhesion 1) Perform the following procedure on a minimum of 1 joint per day: a) Select area to test that has cured for at least 1 hour for fast setting coatings. b) Test and repair in accordance with AWWA C222 Dolly Pull -off Test. e. Holiday Testing 1) Holiday testing shall be performed using a high voltage holiday tester at each joint no sooner than 1 hour after field application of polyurethane coating. £ Inspection at Welding Joints CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 25 BURIED STEEL PIPE AND FITTINGS Page 25 of 26 1) When applying the 3 layer joint coating system for post welding the joints, the Contractor must show that his operation will not damage the joint coating system to the Engineer's satisfaction. 2) The Contractor will be required to fully uncover a maximum of 10 joints, selected at random by the Engineer or City to visually inspect and test the joint after welding. 3) Any damage must be repaired. 4) If the Contractor's welding procedure damages the 3 layer joint coating system, the Contractor, at the direction of the Engineer, will be required to modify his welding procedure. 2. Weld Testing a. Dye penetrant tests in accordance with ASTM E165, or magnetic particle test in accordance with AWWA C206 and set forth in AWS D.1.1. shall be performed by the Contractor under the supervision and inspection of the City's Representative or an independent testing laboratory, on all full welded joints. 1) Welds that are defective will be replaced or repaired, whichever is deemed necessary by the Engineer, at the Contractor's expense. 2) If the Contractor disagrees with the Engineer's interpretation of welding tests, test sections may be cut from the joint for physical testing. The Contractor shall bear the expense of repairing the joint, regardless of the results of physical testing. 3) The procedure for repairing the joint shall be approved by the Engineer before proceeding. 3. Deflection Testing a. Prior to hydrostatic testing, the City's inspector shall perform deflection testing at a minimum rate of 1 measurement for every 2,500 linear feet of water line. b. City may reject any areas not meeting the deflection requirements of this Specification. 4. Cleaning and Testing a. Cleaning, disinfection, hydrostatic testing, and bacteriological testing of water mains: 1) Clean, flush, pig, disinfect, hydrostatic test, and bacteriological test the water main as specified in Section 33 04 40. 5. Closed Circuit Television (CCTV) Inspection a. Provide a Post -CCTV Inspection for water lines 24-inch and larger in accordance with Section 33 01 31. CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 33 11 14 - 26 BURIED STEEL PIPE AND FITTINGS Page 26 of26 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 2.2.13.4, 5, and 6 — Added reference to Section 33 1105 and removed material specification for bolts, nuts, gaskets and flange coating CITY OF FORT WORTH Holly-Northside Cast Iron Water Main Replacements Part 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number: 105068-1 Revised December 20, 2012 APPENDIX A GC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS PAVEMENT TEST HOLE REPORT w , .r -�.�.N,.s��.;„"� zAi Lor Az 11 lot �, 1 � • � �`ip� c.. +y ..ram ��. .• ,, k (� k 00, ,% •, 1. ♦ �n-/�.,.. � � `�.. � `�_. �� - q� + �J "d iy. •f:� s b� � �6J I Ar O ♦ r �y *1 AN cu - � J wl Y1 S. P 11u�u cx '`�' -� ' . s •i � ��' �- ,eta' p�. CSJ cr i / �' • ,lx�a I� i°�- '. � - - '�i�' -'d ■M. � t r � i � �•� � y� � � t 1F V' t � � ■.� r �:. b- • - a � J-`I 11 IFT'� f•..jr`_ tiy/' 419S i > y'�r. / +� •�1 �r' T Co • ` I�p ■�t I � sY. I �,!-,,ti Pam. r a U I as AdW ai1 iYU • } d 3 3. 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'Q`}� ' � `.ram •� o MOM a is - :�. � .. � •tw.� � . .�� co �"c �• ¢I p � *fir � d 'd,' ql R y co 1 E e R/s, toD ilk Qo LO • � � � �a---�•—•f`'7 N •i � Vie' IS"P``�'� � • .. aril i� . �.;�•'�. ,/ i�:sf P--1,. .CO L +U w I Project: CPN 105068 Report Date: 8/21/2025 Requested by: Mr. Stephen Overton Laboratory Test Results for CPN 105068 TSIT Project # 25016OF Revised 8/25/25 (817) 510-3219 11301 Mosier Valley Road Euless, Tx. 76040 Rock Island St (NW 28th Street to NW 27th Street) HOLE # 1 Sample Date: 7/25/2025 LOCATION: 2751 Rock Island St Reaction To Phenolphthalein 4.75" HMAC 10.25" Lean Clay (CL) w/ gravel NO YES LL= 36 , PL= 22, PI= 14 NW 27th St (Robinson St to Macie Ave) HOLE # 2 Sample Date: 7/25/2025 LOCATION: 3017 NW 27th St Reaction To Phenolphthalein 1.75" HMAC 4" Cement Treated Reclaimed Asphalt/ Subgrade 9,25" Clayey Gravel (GC) NO YES fine amount not sufficient for PI HOLE # 3 Sample Date: 7/25/2025 LOCATION: 3004 NW 27th St Reaction To Phenolphthalein 2" HMAC 4" Cement Treated Reclaimed Asphalt/ Subgrade 9" Clayey Gravel (GC) NO YES fine amount not sufficient for PI NW 28th St (Robinson St to Macie Ave) HOLE # 4 Sample Date: 7/25/2025 LOCATION: 3018 NW 28th St Reaction To Phenolphthalein 5.5" HMAC 9.5" Lean Clay (CL) with gravel NO YES LL=42 , PL=17 , PI=25 HOLE # 5 Sample Date: 7/25/2025 LOCATION: 3003 NW 28th St Reaction To Phenolphthalein 4.75" HMAC 3" Cement Treated Base 7.25" Clayey Gravel (GC) NO YES fine amount not sufficient for PI W Long Ave (NW 28th St to NW 30th St) HOLE # 6 Sample Date: N/A LOCATION: 2801 W Long Ave - Cancelled Due to Ongoing Construction per COFW PM HOLE # 7 Sample Date: N/A LOCATION: 2898 W Long Ave - Cancelled Due to Ongoing Construction per COFW PM HOLE # 8 Sample Date: N/A LOCATION: 2098 W Long Ave - Cancelled Due to Ongoing Construction per COFW PM HOLE # 9 Sample Date: N/A LOCATION: 3000 W Long Ave - Cancelled Due to Ongoing Construction per COFW PM NW 27th St (W Long Ave to Hannah Ave) HOLE # 10 Sample Date: 7/24/25 LOCATION: 2623 NW 27th St Reaction To Phenolphthalein 8" Concrete 7280 psi 7" Clayey Gravel (GC) NO YES fine amount not sufficient for PI HOLE # 11 Sample Date: 7/24/25 LOCATION: 2610 NW 27th St Reaction To Phenolphthalein 6" Concrete 6,080 psi 9" Flexible Base NO YES HOLE # 12 Sample Date: 7/24/25 LOCATION: 2523 NW 27th St Reaction To Phenolphthalein 6.25" Concrete 6,960 psi 8.75" Clayey Gravel (GC) NO YES fine amount not sufficient for PI HOLE # 13 Sample Date: 7/24/25 LOCATION: 2510 NW 27th St Reaction To Phenolphthalein 6" Concrete 6,760 psi 9" Flexible Base NO YES HOLE # 14 Sample Date: 7/24/25 LOCATION: 2501 NW 27th St Reaction To Phenolphthalein 6.25" Concrete 5020 psi 8.75" Clayey Gravel (GC) NO YES fine amount not sufficient for PI HOLE # 15 Sample Date: 7/24/25 LOCATION: 2414 NW 27th St Reaction To Phenolphthalein 6" Concrete 7,150 psi 9" Flexible Base NO YES HOLE # 16 Sample Date: 7/24/25 LOCATION: 2401 NW 27th St Reaction To Phenolphthalein 6.5" Concrete 6,920 psi 8.5" Clayey Sand (SC) NO YES LL=42 , PL=25 , PI=17 NW 28th St (Hannah Ave to Rosen Ave) HOLE # 17 Sample Date: 7/24/25 LOCATION: 1547 NW 28th St Reaction To Phenolphthalein 6" Concrete 6,110 psi 9" Clayey Sand (SC) with gravel NO YES LL=40 , PL=27 , PI=17 Rosen Ave (Northside Pump Station to NW 28th St) HOLE # 18 Sample Date: 7/24/25 LOCATION: 2720 Rosen Ave Reaction To Phenolphthalein 6.5" Concrete 6,570 psi 8.5" Flexible Base - no rec. NO YES HOLE # 19 Sample Date: 7/24/25 LOCATION: 2710 Rosen Ave Reaction To Phenolphthalein 6" Concrete 6,070 psi 9" Flexible Base NO YES NW 27th St (Rosen Ave to Pearl Ave) HOLE # 20 Sample Date: 7/24/25 LOCATION: 1899 NW 27th St Reaction To Phenolphthalein 6.5 Concrete 7,920 psi 8.5" Clayey Gravel (GC) NO YES fine amount not sufficient for PI HOLE # 21 LOCATION: 1701 NW 27th St 6.5 Concrete 5,140 psi 8.5" Flexible Base - no rec. HOLE # 22 LOCATION: 1701 NW 27th St 6.5" HMAC 8.5" Cement Treated Reclaimed As Sample Date: 2/16/2024 Reaction To Phenolphthalein NO YES Sample Date: 2/16/2024 Reaction To Phenolphthalein / Suberade NO YES LOCATION: 1599 NW 27th St 1 Reaction To Phenolphthalein 5" HMAC 10" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 24 Sample Date: 2/16/2024 LOCATION: 1501 NW 27th St Reaction To Phenolphthalein 5.75" HMAC 10" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 25 Sample Dtate: 2/16/2024 LOCATION: 1439 NW 27th St Reaction To Phenolphthalein 5.5" HMAC 10" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 26 Sample Date: 2/16/2024 LOCATION: 1305 NW 27th St Reaction To Phenolphthalein 1" HMAC 14" Cement treated reclaimed asphalt/subgrade NO YES HOLE # 27 Sample Date: 2/16/2024 LOCATION: 1253 NW 27th St Reaction To Phenolphthalein 1" HMAC 14" cement treated reclaimed asphalt/subgrade NO YES Pearl Ave (NW 22nd St to NW 28th St) HOLE # 28 Sample Date: 2/16/2024 LOCATION: 2720 Pearl Ave Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 4" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, PI= 21 HOLE # 29 Sample Date: 2/16/2024 LOCATION: 2701 Pearl Ave Reaction To Phenolphthalein 6" HMAC 9" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 30 Sample Date: 2/16/2024 LOCATION: 2614 Pearl Ave Reaction To Phenolphthalein 6.5" HMAC 6" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 31 Sample Date: 2/16/2024 LOCATION: 2601 Pearl Ave Reaction To Phenolphthalein 5" HMAC 10" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 32 Sample Date: 2/16/2024 LOCATION: 2515 Pearl Ave Reaction To Phenolphthalein 5.75" HMAC 10" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 33 Sample Dtate: 2/16/2024 LOCATION: 2504 Pearl Ave Reaction To Phenolphthalein 5.5" HMAC 6" Concrete 7,210 psi 6" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 34 Sample Date: 2/16/2024 LOCATION: 2420 Pearl Ave Reaction To Phenolphthalein 1" HMAC 14" Concrete: 7,530 psi 2" Reddish Brown Silty Sand NO YES Non Plastic HOLE # 35 Sample Date: 2/16/2024 LOCATION: 2408 Pearl Ave Reaction To Phenolphthalein 1" HMAC 14" Concrete: 7,840 psi 2" Reddish Brown Silty Sand NO YES Non Plastic HOLE # 36 Sample Date: 2/16/2024 LOCATION: 2325 Pearl Ave Reaction To Phenolphthalein 5" HMAC 10" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 37 Sample Date: 2/16/2024 LOCATION: 2309 Pearl Ave Reaction To Phenolphthalein 5.75" HMAC 6" Concrete 6,960 psi 6" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 38 Sample Dtate: 2/16/2024 LOCATION: 2224 Pearl Ave Reaction To Phenolphthalein 5.5" HMAC 6" Concrete 8,860 psi 6" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 39 Sample Date: 2/16/2024 LOCATION: 2213 Pearl Ave Reaction To Phenolphthalein 1" HMAC 14" Concrete: 6,300 psi 2" Reddish Brown Silty Sand NO YES Non Plastic HOLE # 40 Sample Date: 2/16/2024 LOCATION: 2200 Pearl Ave Reaction To Phenolphthalein 1" HMAC 14" Concrete: ] 7860 2" Reddish Brown Silty Sand NO YES Non Plastic NW 23rd St (Mule Alley St to Loving Ave) HOLE # 41 Sample Date: 2/16/2024 LOCATION: 1499 NW 23rd St Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 7" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, PI= 21 HOLE # 42 Sample Date: 2/16/2024 LOCATION: 1401 NW 23rd St Reaction To Phenolphthalein 6" HMAC 8" Concrete 8,130 psi 3" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 43 Sample Date: 2/16/2024 LOCATION: 1305 NW 23rd St Reaction To Phenolphthalein 6.5" HMAC 12" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 44 Sample Date: 2/16/2024 LOCATION: 1206 NW 23rd St Reaction To Phenolphthalein 5" HMAC 12" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 45 Sample Date: 2/16/2024 LOCATION: 1146 NW 23rd St Reaction To Phenolphthalein 5.75" HMAC 10" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 46 Sample Dtate: 2/16/2024 LOCATION: 1046 NW 23rd St Reaction To Phenolphthalein 5.5" HMAC 10" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 47 Sample Date: 2/16/2024 LOCATION: 998 NW 23rd St Reaction To Phenolphthalein 1" HMAC 14" cement treated reclaimed asphalt/subgrade 2" Reddish Brown Silty Sand NO YES Non Plastic HOLE # 48 Sample Date: 2/16/2024 LOCATION: 900 NW 23rd St Reaction To Phenolphthalein 1" HMAC 14" cement treated reclaimed asphalt/subgrade 2" Reddish Brown Silty Sand NO YES Non Plastic HOLE # 49 Sample Date: 2/16/2024 LOCATION: 802 NW 23rd St Reaction To Phenolphthalein 5" HMAC 6.4" Concrete 4.870 psi 5.6" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 50 Sample Date: 2/16/2024 LOCATION: 750 NW 23rd St Reaction To Phenolphthalein 5.75" HMAC 8.4" Concrete 7,570 psi 3.6" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 51 Sample Dtate: 2/16/2024 LOCATION: 602 NW 23rd St Reaction To Phenolphthalein 5.5" HMAC 8" Concrete 8,070 psi 4" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 52 Sample Date: 2/16/2024 LOCATION: 598 NW 23rd St Reaction To Phenolphthalein 1" HMAC 14" cement treated reclaimed asphalt/subgrade 2" Reddish Brown Silty Sand NO YES Non Plastic HOLE # 53 Sample Date: 2/16/2024 LOCATION: 501 NW 23rd St Reaction To Phenolphthalein 1" HMAC 14" cement treated reclaimed asphalt/subgrade 2" Reddish Brown Silty Sand NO YES Non Plastic HOLE # 54 Sample Date: 2/16/2024 LOCATION: 445 NW 23rd St Reaction To Phenolphthalein 5" HMAC 8" Concrete 5,360 psi 4" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 55 Sample Date: 2/16/2024 LOCATION: 350 NW 23rd St Reaction To Phenolphthalein 5.75" HMAC 8" Concrete 7,570 psi 4" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 56 Sample Dtate: 2/16/2024 LOCATION: 214 NW 23rd St Reaction To Phenolphthalein 5.5" HMAC 12" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 57 Sample Date: 2/16/2024 LOCATION: 199 NW 23rd St Reaction To Phenolphthalein 1" HMAC 14" cement treated reclaimed asphalt/subgrade 2" Reddish Brown Silty Sand NO YES Non Plastic HOLE # 58 Sample Date: 2/16/2024 LOCATION: 159 NW 23rd St Reaction To Phenolphthalein 1" HMAC 14" cement treated reclaimed asphalt/subgrade 2" Reddish Brown Silty Sand NO YES Non Plastic HOLE # 59 Sample Date: 2/16/2024 LOCATION: 205 NE 23rd St Reaction To Phenolphthalein 5" HMAC 8.4" Concrete 4,240 psi 3.6" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 60 Sample Date: 2/16/2024 LOCATION: 221 NE 23rd St Reaction To Phenolphthalein 5.75" HMAC 7.3" Concrete 7,660 psi 4.7" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 61 Sample Dtate: 2/16/2024 LOCATION: 303 NE 23rd St Reaction To Phenolphthalein 5.5" HMAC 6" Concrete 5,740 psi 6" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 62 Sample Date: N/A LOCATION: 399 NE 23rd St - Cancelled due to core location being placed on a bridge N Commerce St (NW 23rd St to NE 21st St) HOLE # 63 Sample Date: 2/16/2024 LOCATION: 198 NE 23rd St Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 9" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, PI= 21 HOLE # 64 Sample Date: 2/16/2024 LOCATION: 2202 N Commerce St Reaction To Phenolphthalein 6" HMAC 11" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 65 Sample Date: 2/16/2024 LOCATION: 2136 N Commerce St Reaction To Phenolphthalein 6.5" HMAC 12" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 66 Sample Date: 2/16/2024 LOCATION: 2109 N Commerce St Reaction To Phenolphthalein 5" HMAC 12" Cement Treated Reclaimed Asphalt/ Subgrade NO YES NE 22nd St (N Main St to N Commerce St) HOLE # 67 Sample Date: 2/16/2024 LOCATION: 100 NE 22nd St Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 9" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, PI= 21 Decatur Ave (Brennan Ave to Samuels Ave / NE 23rd St Intersection) HOLE # 68 Sample Date: 2/16/2024 LOCATION: 1189 NE 23rd St Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 9" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, PI= 21 HOLE # 69 Sample Date: 2/16/2024 LOCATION: 1499 NE 23rd St Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 9" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, Pl= 21 HOLE # 70 Sample Date: 2/16/2024 LOCATION: 2304 Decatur Ave Reaction To Phenolphthalein 6" HMAC 11" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 71 Sample Date: 2/16/2024 LOCATION: 2316 Decatur Ave Reaction To Phenolphthalein 6.5" HMAC 12" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 72 Sample Date: 2/16/2024 LOCATION: 2356 Decatur Ave Reaction To Phenolphthalein 5" HMAC 10" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 73 Sample Date: 2/16/2024 LOCATION: 2412 Decatur Reaction To Phenolphthalein 5" HMAC 12" Cement Treated Reclaimed Asphalt/ Subgrade NO YES Peak St (Brennan Ave to Neal St) HOLE # 74 Sample Date: 2/16/2024 LOCATION: 2412 Peak St Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 9" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, PI= 21 HOLE # 75 Sample Date: 2/16/2024 LOCATION: 2400 Peak St Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 9" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, PI= 21 HOLE # 76 Sample Date: 2/16/2024 LOCATION: 1599 Neal St Reaction To Phenolphthalein 6" HMAC 11" Cement Treated Reclaimed Asphalt/ Subgrade NO YES Brennan Ave (Cold Springs Road to Peak St) HOLE # 77 Sample Date: 2/16/2024 LOCATION: 1609 Brennan Ave Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 9" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, Pl= 21 HOLE # 78 Sample Date: 2/16/2024 LOCATION: 1700 Brennan Ave Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 9" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, PI= 21 HOLE # 79 Sample Date: 2/16/2024 LOCATION: 1750 Brennan Ave Reaction To Phenolphthalein 6" HMAC 6" Concrete 7,550 psi 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 80 Sample Date: 2/16/2024 LOCATION: 1901 Brennan Ave Reaction To Phenolphthalein 6.5" HMAC 4" Concrete 7,840 psi 8" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 81 Sample Date: 2/16/2024 LOCATION: 1840 Brennan Ave Reaction To Phenolphthalein 5" HMAC 12" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 82 Sample Date: 2/16/2024 LOCATION: 1956 Brennan Ave Reaction To Phenolphthalein 5" HMAC 4.5" Concrete 9,440 psi 7.5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 83 Sample Date: 2/16/2024 LOCATION: 2244 Brennan Ave Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 9" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, Pl= 21 HOLE # 84 Sample Date: 2/16/2024 LOCATION: 2400 Brennan Ave Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 9" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, Pl= 21 HOLE # 85 Sample Date: 2/16/2024 LOCATION: 2414 Brennan Ave Reaction To Phenolphthalein 6" HMAC 6" Concrete (core split on removal not tested) 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 86 Sample Date: 2/16/2024 LOCATION: 2512 Brennan Ave Reaction To Phenolphthalein 6.5" HMAC 6" Concrete 6,480 psi 6" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 87 Sample Date: 2/16/2024 LOCATION: 2536 Brennan Ave Reaction To Phenolphthalein 5" HMAC 12" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 88 Sample Date: 2/16/2024 LOCATION: 2562 Brennan Ave Reaction To Phenolphthalein 5" HMAC 12" Cement Treated Reclaimed Asphalt/ Subgrade NO YES Cold Springs Road (Warfield Ave to West Fork Trinity River) HOLE # 89 Sample Date: 2/16/2024 LOCATION: 2600 Cold Springs Rd Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 9" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, PI= 21 HOLE # 90 Sample Date: 2/16/2024 LOCATION: 2500 Cold Springs Rd Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 9" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, PI= 21 HOLE # 91 Sample Date: 2/16/2024 LOCATION: 2450 Cold Springs Rd Reaction To Phenolphthalein 6" HMAC 11" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 92 Sample Date: 2/16/2024 LOCATION: 2400 Cold Springs Rd Reaction To Phenolphthalein 6.5" H MAC 12" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 93 Sample Date: 2/16/2024 LOCATION: 2415 Cold Springs Rd Reaction To Phenolphthalein 5" HMAC 12" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 94 Sample Date: 2/16/2024 LOCATION: 2350 Cold Springs Rd Reaction To Phenolphthalein 5" HMAC 12" Cement Treated Reclaimed Asphalt/ Subgrade NO YES HOLE # 95 Sample Date: 2/16/2024 LOCATION: 2313 Cold Springs Rd Reaction To Phenolphthalein 3" HMAC 5" Cement Treated Reclaimed Asphalt/ Subgrade NO YES 9" Dark Brown Lean Clay (CL) NO YES LL= 39, PL= 18, PI= 21 X Kemp E Akeman, PE Executive Vice President APPENDIX B GC-6.06 D SMALL BUSINESS COMPLIANCE CD 0 O o U � y x o F" 0 x H o a) -a A W A m � O O Q, W mCD pa A C W ""co z cn co H � A Z O p E N c rA cn o =3 Z m W z � O Q z 0 W W W Q i co i (a M o � Z Q ,� N O >- Z Z I— Z F— Lu Q. 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El A d z 0 s IL O cc z a _ O a 0 V cu 0 0 U a N cc W v 9 .1 Q) m APPENDIX C GC-6.07 WAGE RATES 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 APPENDIX D GC-6.09 PERMITS AND UTILITIES Utility Permit Approval - Permit number: 00002/20250828/415759/565876/UP Date of Approval: 09-02-2025 UTILITY PERMIT APPROVAL TO: Kasavich John City of Fort Worth 200 Texas St 200 Texas Street Fort Worth,76102 Date: 09-02-2025 Application/Permit No.. 00002/20250828/415759/565876/UP District: Fort Worth Highway Control Section Maintenance Section County 1093216: At milepost 1.474 T055-10 Tarrant 1094315: At milepost 1.474 T055-10 Tarrant SH0183-K: At milepost 1.474 T055-10 Tarrant SH0183-L: At milepost 1.474 T055-10 Tarrant SH0183-R: At milepost 1.474 T055-10 Tarrant 1093215: At milepost 1.434 SW9242 Tarrant SH0183-K: At milepost 1.434 SW9242 Tarrant SH0183-L: At milepost 1.434 SW9242 Tarrant SH0183-R: At milepost 1.434 SW92-42 Tarrant 1093215: At milepost 1.434 SW92-42 Tarrant SH0183-K: At milepost 1.434 SW9242 Tarrant SH0183-L: At milepost 1.434 SW9242 Tarrant SH0183-R: At milepost 1.434 SW9242 Tarrant Schedule Dates: from 12/01/2025 to 07/16/2027 TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by Notice of Proposed Utility Installation No. 00002/20250828/415759/565876/UP dated 08/28/2025 and accompanying documentation, except as noted below. Special Provisions: You are required to notify TxDOT 48 hours (2 business days) before you start construction to allow for proper inspection and coordination of workdays and traffic control plans. Use the RULIS website for the 48-hour notification. DO NOT start construction until you have coordinated the construction start date and inspection with TxDOT. You are also required to keep a copy of this Approval and any approved amendments at the job site. When installing utility lines on controlled -access highways, access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right- of-way lines, connecting only to intersecting roads; from any one or all of which entry may be made to the outer portion of the highway right-of-way for routine service and maintenance operations. The Installation Owner's rights of access to the through -traffic roadways and ramps shall be subject to the same rules and regulations as that apply to the general public except, however, if an emergency occurs and usual means of access for routine service operations will not permit the immediate action required by the Utility Installation Owner in making emergency repairs as required for the safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the through -traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation Owner for the convenience and safety of highway traffic. The installation shall not damage any part of the highway, and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. If the Utility Installation Owner fails to comply with any or all the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. 1 /2 Utility Permit Approval - Permit number: 00002/20250828/415759/565876/UP Date of Approval: 09-02-2025 SME ATTACHMENTS: Included attachments: 2/2 xxxxx-x SIN WUVId32T NF'9'W dF1lV)W NOHI ISVO 3QTSHZHON-AllOJ U ¢ O zOFzW" q o p N z.2 6x zH<_° nz W CLTa-1 a -..0 a >E i�km gg q 0 000°po O 3 0¢ ��• oa 33oo3r Gw V� gGg U x N a pQ.o7Va zoo F? oso ¢ J pOO �a Ow2ap3?a O� " Sw mt°i�3i� \/irr7 m i��O ip2m ni NOOw Wm ,SSA: � W�a .F COL � 3 to Gaa Gas Z. aow �z H oo�wo oLLod o ooi�aawrwoo aw z \g ° bbOd t° g ti O l- O�w>o�rmu FF W O� y26�'by qLT (V'V331VbZz .1N3W93s 8ti =a01 bzgoadold3NNo9 zl�z935)lMbZOUdON3 1N3935IE'8i OZ V1SW9E IV15I 69'699-dO1 - ON39.sb 11tl1SNI 3 a -Eb T0.9 OoE+T tlu lAd Ind � @t - N39.S,bZ-I I tl15N1 09z+T 9b IO SbO Nell vls lnd _.-.� � zoo o0°i 1 3 iinVA ONV I - 3ATVn 31V9 bZ-T I @t w nvTSN1 i9'EL9 d0 Oz 3 g LO'SC9=dO1 9nld „bZ-L 13V1SNI mOAF a (V'VZ 1N3W93S) IM�,V dOadI 939 vi LL _ ZIO rGNy�r - i _o iy. zoZ QMo �2 �oaC° $ w� �3 3p,, aax W aF dO II uZ LLG ya8°• ° Sn � - �<�d6 '�5�3au Ou I> R. / a o 0 3 L /o S zo oz �n 03 Ioz iz L2 AVM-10-IHDIU HAIM3l9IUVA 1lVHdSV)m sseAWVHIUHd0 z oi(1N3W3AVd a 3000 0 o uGawomLL ooN a aa M8(NNn SH x) mz oHam3w om._ 'T /-3H0— o I 13 p I I�� (A ZL9-dO lo:? 12 IE' z lM 31 D3NN01 B9NO3„bZ %3 O1193NN09 (tlZ 1N3W93s) I 1 w lM „bZ dOHd OM 000+LZ Vls lnd SG 1 w Iwo ❑N38.9ro„bZ-T � � %00'OOT� 1— NI ZO,fb.bb0 OL bE TZVlSInd Z9 OL9=dO1 1 ON30 sb „bZ-I iTtllsNl LL,8OS) L6If+SZ tlls nd I llnVn ONV 3AlVn31V9,�bZ-T - - TV1sN1 - x 6.1 L d 0O9Z+TZ tl1S I 7 H 331 „bZX," T IWIINI IS'L9+OZ V1s 100x1 - SIAjla3A " O1313) aszL9=l3 3 a ss Jn,8 X3. 9T LS OZ Vls I Oro OL9=d01 - 331 OZ „bi-i' TE'BI+OZ tl15 I NIW, OsaL9=ao1 I ani3e sro.brL II vS,- v cb'a[+oz vls Ind I 66'TL9=d01 j ON38 oSt„bZ i I Tltl15NI 5E VIS l 86.80+0Z Vls Indd � 2, �00� MOB 100X.L w _ ^ @ " _ _ � b EL'ZL9 do ,a 5z latl avOv a1'Jtl XXXXX-x SIN WUVIdaH NF'9'W dF1IV)W NOHI ISVO 3QISHZHON- A'IIOH ------- a 0 x w w w o :zR-° Nops F V c y w a Z Z o 'dry _ E° °» x Wi m m a w a f`l o 0 0 . o - �g w=<sg E E x= € x° o N69 a G 5 $ 3 W x z o �° o 0 0 °ad�O 63 a' [4'F.i e w W O¢ W N o 0 0 �o E G p LLG i Eflz 5 �mLLa3 z w ¢' z a � F �� " WGz ooW O oa p3 33oo3r Gw V� GY ss� V xi Oo ws pQ.o�V ,�7. 4444 NtS <w - 3f 3 c J Q Q z y O m a=¢ [] 1p pa N 6 Oro 6mm 3�oo�zm o �a� gig oimz oiZ. 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Fort Worth District Engineer Texas Department of Transportation 2501 SW Loop 820 Fort Worth, TX 76133 Re: Holly-Northside Cast Iron Water Main Replacements Dear Mr. Salazar: www.freese.com The City of Fort Worth is requesting an exception to 21.40 (a) Encasement (1) to install a proposed water line under pavement without casing. TAC 21.40 (a) Encasement (A) Underground utility facilities crossing the highway shall be encased as shown in Figure §21.40(a)(1). The encasement must be a single structure with no open seams. If used, polyvinyl chloride (PVC) and high -density polyethylene (HDPE) pipe shall be glued with an appropriate adhesive, bonded, or mechanically fastened. Steel pipe shall be welded or bolted. The existing 20-inch cast iron water line is aging and needs to be replaced with a new 24-inch water line. The City and FNI worked with the local TOOT area office to minimize the installation of new utilities under pavement while also protecting existing utilities. To comply with LIAR 21.35 Exceptions, we present the below justifications for your review. (1) the accommodation will not adversely affect the safety, design, construction, operation, maintenance, or stability of the highway; a. The proposed line will be located a minimum of 60-inches below the pavement, which meets TxDOT standards. (2) the accommodation will not be constructed or serviced by direct access from the mainlines of a freeway or connecting ramps; a. The proposed line will be located under the arterial road away from the freeway and connecting ramps. (3) the accommodation will not interfere with or impair the present use or future expansion of the highway; and a. The proposed location will not interfere with the present or future use of the highway. (4) any alternative location would be contrary to the public interest, demonstrated by an evaluation of the direct and indirect environmental and economic effects that would result from the disapproval of the proposed use of the right of way. a. The proposed line needs to connect to the existing 20-inch water line inside the right-of- way to maintain and improve water service in the area, as well as install a 24" stub out for a future 24" water line within right-of-way. The City of Fort Worth cannot meet the policy due to the location of the existing water line, several underground utilities, and overhead electric lines. The City of Fort Worth and FNI have reviewed all alternatives and formally requests TxDOT's concurrence to allow the City of Fort Worth to install the water line under pavement without casing. If line maintenance is required, the City will repair TOOT Exception Letter— Northside Cl Replacements August 6, 2025 Page 2 of 2 8 FRS MO SE 111 pavements to existing condition and will notify TOOT of any lane shutdowns and follow TOOT safety standards. Sincerely, Amanda Johnson, P.E. Project Manager 817-735-7533 Amanda.iohnson@freese.com cc: Bijay Upreti, P.E., PSC-1 Attachments: Plans Sheets [FTW24205] T:\3.0 DESIGN\3.02 Design-Reg_Legal\TxDOT\TxDOT Submittal\CPN105068 TxDOT Exception Letter.docx [Project Number] File Path Texas Departm en t of Transportation Specifications for i Uti/ty Installations Fort Worth District (revised June,1Z 2024) Specifications for Utility Installations Fort Worth District TxDOT Directory For Utilities 3,4 TxDOT's Mission Statement 4 Safety 5 Protection of Highway Facilities 5 Use of Explosives 5 Protection of Existing Facilities 5 Deviation From Approved Plans 5 Staking of Utility Lines in Advance of Construction 5 Full -Time Supervision and Inspection 5 Notification of Job Start 5 TxDOT Locates 5,6 Stockpiles on TxDOT ROW 6 Coordination of Work With Highway Contractor or State Forces 6 Work Day Restrictions 6 Inclement Weather 6 Pits 6 Bore and Tunneling Operations 7 Markers 7 Above -Ground Appurtenances 7 Back -Fill of Utility Trenches 8 Site Clean -Up 8 Repair and Replacement of Rip -Rap and Earth Slopes 8 Special Precautions For Erosion Control 8 Seeding Specifications 9 Aesthetics 10 Required Pruning Practices 10 Pruning Suggestions 11 Specifications for Utility Installations Fort Worth District TXDOT DIRECTORY FOR UTILITIES FORT WORTH DISTRICT UTILITY OFFICE Tonv Shaw Utility Coordinator -Permits AngelContreras Doug Fain Ben Trevino John Castaneda Gavino ( Nino) Talamantez Ryan Crimmings Danny Johnson Utility Coordinator -Back Up Permits Utility Coordinator Lead Utility Coordinator Utility Coordinator Utility Coordinator Utility Coordinator Utility Coordinator (50) JOHNSON COUNTY AREA OFFICE Daniel Poole, P.E. Area Engineer TBA P.E. Assistant Area Engineer (51) WISE & JACK COUNTY AREA OFFICES Korey Coburn, P.E. Area Engineer Oscar Chavez, P.E. Asst. Area Engineer (52) NORTH TARRANT COUNTY AREA OFFICE (N. OF I1130) Maribel Rangel,P.E. Area Engineer Alfred Luera, P.E. Assistant Area Engineer (54) SOUTH TARRANT COUNTY AREA OFFICE (S. OF I1130) Maribel Rangel, P.E. Area Engineer Justin Thomey, P.E. Assistant Area Engineer (56) ERATH, HOOD & SOMERVELL COUNTY AREA OFFICES Sarah Horner, P.E. Area Engineer Noel Spaar, P.E. Assistant Area Engineer. (57) PARKER & PALO PINTO COUNTY AREA OFFICES [K-orev Coburn. P.E. Area Engineer Gary Beck, P.E. Assistant Area Engineer. 682-362-9288 682-238-6350 817-370-6542 817-307-1617 817-240-0545 817-240-9134 682-328-4854 682-409-8515 817-202-2900 817-202-2939 940-626-3400 940-626-3400 817-399-4302 817-399-4302 817-370-6637 817-370-6637 254-459-7029 254-965-7028 682-229-2800 682-229-2800 Specifications for Utility Installations 3 Fort Worth District DRIVEWAYS/STORM DRAINS/TEMPORARY ACCESS/OVERSIZE /OVERWEIGHT PERMITS Matt Evans, P.E. - District Maintenance Director Jennifer Giovando - Office Mgr. Christine Jones- AAH, Damage Claims, & OS/OW Margaret Jasoo - Access/Driveways & Storm Drains FORT WORTH DISTRICT MAINTENANCE OFFICES Y MAINTEl TBA Maintenance Supervisor Bryan Anderson Permit Coordiantor David Harlin Inspector E & JACK COUNTY MA INTENANC Colt Wright Maintenance Supervisor Keith Prochnow Utility Permits Inspector (WISE) Jana Robinson Utility Permits Inspector (JACK) Wesley Harrison Utility Permit Inspector Scottie Blackburn Maintenance Supervisor TBA Utility Permits Inspector SOUTH TARRANT COUNTY MAINTENAN Justin Derden Maintenance Supervisor Issac Avla Utility Permits Inspector NIM, HO Jason Medders Maintenance Supervisor Reid Harris Utility Permits Inspector PARKER Rz PALO PINTO iTY MAINTE NCE Clinton Hyatt Maintenance Supervisor Matthew Kirby Permit Coordinator 817-370-6521 817-370-6524 817-370-3636 817-370-6527 817-202-2900 CELL 254-229-0186 CELL 817-202-2916 940-626-3400 817-296-1956 940-567-6611 817-709-6664 817-569-6992 817-569-6992 817-370-6903 817-370-6909 254-965-3511 254-965-7046 682-229-2800 940-328-9624 EMER ILITY CONTACTraffic Control Room - 24-Hours Ev 817-370-3661 TXDOT'S MISSION STATEMENT The mission of the Texas Department of Transportation is to provide safe, effective and efficient movement of people and goods. SAFETY Specifications for Utilitc Installations 4 1 art Worth District Please refer to the Texas Manual on Uniform Traffic Control Devices (TMUTCD) for questions concerning traffic control plans. http://ftp.dot.state.tx.us/pub/txdot-info/trf/tmutcd/2011-rev-2/6.pdf WHILE WORKING ON THE TXDOT RIGHT OF WAY: HARD HATS, CLASS 3 SAFETY VEST AND STEEL TOED BOOTS ARE REQUIRED AT ALL TIMES. A COPY OF THE UTILITY OWNER'S PERMIT MUST BE ON SITE AT ALL TIMES. PROTECTION OF HIGHWAY FACILITIES All construction operations relative to installation of the Utility shall be conducted in such manner as to protect highway facilities from damage at all times. In addition, all work must be done in strict accordance with all applicable regulations of the occupational Safety and Health Administration (OSHA) of the US Department of Labor. USE OF EXPLOSIVES No explosives shall be used within limits of highway right-of-way without written permission. PROTECTION OF EXISTING UTILITIES Prior to beginning actual construction operations the Utility shall notify all other Utility Companies who may have facilities in the area so they can determine if the proposed construction will conflict with or otherwise damage their facilities. REMEMBER: 1-800-DIG-TESS DEVIATION FROM APPROVED PLANS No changes shall be made to the approved location of utilities without prior authorization of TxDOT. The Utility shall make necessary arrangements with other Utility Owners for moving facilities and/or supporting same during trenching operations. Any poles, anchors, etc. relocated to clear the proposed underground utility line shall be moved toward the highway right-of-way line and location shall be subject to TxDOT approval. All utility lines incorrectly installed shall be removed and laid in proper location at the entire expense of the Utility. STAKING OF UTILITY LINES IN ADVANCE OF CONSTRUCTION Utility lines shall be staked well in advance of construction so that TxDOT can inspect staking to verify that the alignment conforms to requirements set out herein and that there is no conflict with highway facilities. FULL TIME SUPERVISION AND INSPECTION The Utility shall provide competent full-time supervisors or inspectors for all utility installations. /V O T/F/CA T/O/V OF JOB S TA /4 T 48 Hour notification is required to the area office and maintenance personal within the county of the approved permit. see contact info. Please have the following information ready when you call or submit: • APPROVED PERMIT NO. • STATE HIGHWAY NO. • UTILITY COMPANY • UTILITY SUPERVISOR OR INSPECTOR'S NAME and UTILITY MOBILE NO. • GENERAL CONTRACTOR'S NAME • NAME OF FOREMAN and MOBILE PHONE NO. • START DATE TXDOT LOCATES 48 Hour notification is required for TXDOT locates. BE AWARE!! TXDOT has a considerable investment in traffic signals, lighting, and traffic management system. These systems include underground electric and fiber optic lines. If any of the above facilities are within the limits of the utilitv oroiect. the utilitv is required to call the phone numbers listed: Signals and lighting: (817) 370-6656 AERIAL CROSSINGS 72 Hour (3 business days) notification is required for aerial crossings. Specifications for Utility Installations 5 Port \N ordi District Crossings on controlled access highways and/or high volume roadways can only be performed on Sunday, between the hours of 3 a.m. to 7 a.m. with police assistance and traffic control. Crossings on non -controlled access roadways and/or low volume roadways can be performed anytime during the week, Monday thru Friday, between the hours of 9 a.m. and 4 p.m. with proper traffic control. LANE CLOSURES 72 Hour (3 business days) notification is required for lane closures prior to the alteration of traffic flow. If a lane closure is required due to an unforeseen situation and after a utility permit has been approved, it will be necessary to call the TxDOT Utility Permit Office at 817-240-9134. A traffic control plan must be submitted and approved by TxDOT prior to lane closures. Note: An Engineer's seal may be required for lane closures on controlled access highways and high volume roadways. STOCKPILES ON TXDOT ROW Stockpiling will be allowed with permission from TxDOT. Once, permission has been granted, stockpiling can start forty-eight hours prior to construction. The stockpile shall be placed on the right of way line or as close as possible without obstructing the curb, pavement, or line of site. All materials must be removed from TxDOT right of way completion of the utility project. COORDINATION OF WORK WITH HIGHWAY CONTRACTOR OR STATE FORCES All work related to the installation of utilities shall be conducted in such manner as not to interfere in any way with highway construction or TxDOT maintenance operations. WORK DAY RESTRICTIONS Except, in cases of emergency, no work will be allowed on Saturdays, Sundays, Federal or State Holidays or at night. EXCEPTIONS MAY BE GRANTED BY TXDOT IF the Utility shows that "off day" work is necessary to avoid service interruptions to the public and the Utility agrees to the following conditions: Obtain TxDOT approval at least 48 hours in advance. The Contractor is required to have sufficient personnel and equipment on the job to efficiently execute the work. The utility will have a supervisor or inspector present on the job at all times while the work is in progress. INCLEMENT WEATHER To ensure the safety of the traveling public, as well as the contractor and his crew and TxDOT agents, no work shall be allowed during inclement weather such as, but not limited to rain, fog, snow and sleet effects visibility and/or traction. PITS All pits shall be excavated and closed within 48 hours. If the utility wishes to leave pits open overnight, reflective barricades must be employed. BORE AND TUNNELING OPERATIONS GENERAL REQUIREMENTS Utilities crossing under surfaced roads within the limits of highway right-of-way shall be placed by auger bore or tunnel method, unless otherwise specifically authorized by TxDOT. Specifications for Utility Installations 6 Fort \N orth [District Bores or tunnels shall be placed at depths below the roadway structure which are sufficient for superimposed live and dead loads and also prevent collapse of supporting soil between hole and roadway. Boring and tunneling operations shall extend outside of the front slope and clear zone of the highway. Bores Where material beneath pavement is sandy or unstable and will be subject to caving, the hole for the casing shall be bored and cased simultaneously and bored material removed through casing. Cutting face of auger or drill shall not project more than six (6) inches ahead of casing and no water shall be used in connection with drilling. Where material beneath pavement is stable and not subject to caving, and allowed by TxDOT, the hole for the casing may be bored first and casing inserted in the hole immediately after completion of boring. If allowed by TxDOT, water may be used in conjunction with boring. Bore Pit Location Pits excavated for boring or tunneling operations shall be located so that any possible sloughing of sides of pit will not endanger shoulders or pavements and so that barricades can be placed as specified in the TMUTCD. Bore pits should be located at least thirty feet from the edge of the nearest through traffic lane and not less than twenty feet from the edge of pavement on ramps. On low traffic roadways and frontage roads, bore pits should not be less than ten feet from the edge of pavement or five feet from face of curb. Tunneling While hole is being tunneled, casing shall normally be jacked into place as operations progress. Working face of excavation shall not precede advancing end of casing by more than two and one half (2112) feet unless otherwise allowed by TxDOT. Grouting All voids around casing shall be pressure grouted. The grout shall consisting of Portland Cement and washed sand and containing not less than two (2) sacks or Portland Cement per cubic yard of grout. Additional cement shall be added if workability and/or stability cannot be obtained. An air -entraining agent may also be added to the grout mixture to facilitate flow if necessary. Grouting shall be done immediately after casing has been installed in hole in order to avoid any shearing of soil and settlement of over burden above casing. Means shall be provided for proving that voids are filled around 24" diameter and larger casings in the event there is some doubt by TxDOT. TxDOT may require the Utility to install removable plugs at intervals inside the casing. No holes shall be drilled in pavement or shoulders for grouting operations. MARKERS The Utility shall place a readily identifiable and suitable marker at each right-of-way line for highway crossings. Utilities that parallel the right of way shall place a marker every 1500 feet, at intersecting streets, and highway drainage culverts. ABOVE -GROUND APPURTENANCES Above -ground appurtenances, such as pedestals, fire hydrants, meters, etc., shall be located at the right-of-way line. BACKFILL OF UTILITY TRENCHES • DESCRIPTION This specification shall govern backfill of trenches, which have been opened for the removal, adjustment, or installation of utility lines within the limits of highway right-of-way. Except when permission is granted, compacted backfill will be used for utility installations. Backfill shall consist of compacted material obtained Specifications for Utility Installations 7 FoO "N orth NOrict from suitable soil excavated from the trench, or from sources outside the highway right-of-way. Material shall be free of rock, lumps, or clods that will not break down under compaction. Backfill material shall be placed in the trench in layers not to exceed 6" in depth and compacted. Water shall be added as required to facilitate compaction. Compaction shall be done with rollers or mechanical tamps. Use of rollers will be allowed only when such use is not believed detrimental to any highway facility. The type of roller used must be acceptable to TxDOT. When rollers are used, mechanical tamps shall be used along the sides of trench to compact any backfill that cannot be reached with rollers. Compacting shall be continued until a backfill density is equal to that of the adjacent, undisturbed material. Where trenches lie within the limits of drainage ditches and channels, which are in solid rock, TxDOT may require 1' of concrete backfill, struck off flush with the top of rock. SITE CLEAN UP The Utility is responsible for site clean up at the end of each workday. Roadways adjacent to the utility construction site shall be kept free from debris, construction materials, and mud. At the end of each day, construction equipment and materials shall be moved as far from the roadway as feasible within the safety rules. If mudding of the roadway occurs at any time, the roadway shall be cleaned immediately. When the utility installation is complete, the right-of-way shall be reshaped to its original condition and the area reseeded or re -sodded to reduce erosion. Should settlement or erosion occur within one (1) year of the utility installation, TxDOT may specify prompt replacement at the utility's expense for bringing the construction site to a satisfactory condition. TxDOT will restore sites that are left at an unsatisfactory condition after notification has been sent to the utility. These sites will be restored to original condition. The utility shall fully reimburse all costs incurred by TxDOT for all repairs made by TxDOT. These costs include, but are not limited to matters of traffic safety, right of way contour, restoration and repairs to all highway structures: including, but not limited to roads, driveways, terrain, landscaping, fences, etc. REPAIR AND REPLACEMENT OF RIPRAP AND EARTH SLOPES Any existing riprap cut by trenching operations shall be replaced and surface of new riprap finished to match that of existing riprap. Concrete riprap shall contain not less than three (3) sacks of cement per cubic yard of concrete. Reinforcing steel shall conform to that of existing riprap. SPECIAL PRECAUTIONS FOR EROSION CONTROL Special precautions should be taken during utility installations to avoid disturbing existing drainage courses. In addition, soil erosion should be held to a minimum and sediment from the construction site should be kept away from the roadway and drain inlets. During construction the roadbed and ditches shall be maintained in such condition to insure proper drainage at all times. Ditches and channels shall be maintained to avoid damage to the roadway. To avoid soil erosion, it is advised and encouraged that the Utility Contractor use all applicable means (i.e. silt fences, hay bails, rock filter dams, etc.) to detour soil from eroding into roadway, ditches, and adjacent property. SEEDING SPECIFICATIONS RURAL AREA WARM -SEASON SEEDING RATE In pounds, Pure Live Seed (PLS.) Mixture for Clav or Tiaht Soils Mixture for Sandv Soils Specifications for Utility Installations g Fort b�rwfl4 Ok,pci Dates Eastern Section Western Section All Sections Feb 1 Green Sprangletop 0.6 Green Sprangletop 0.6 Green Sprangleton 0.7 To Sideoats Grama (El Reno) 1.8 Sideoats Grama (Haskell or El Reno) 1.8 Sideoats Grama (Haskell) 2.2 May 1 Bermudagrass Little Bluestem 0.8 1.1 Little Bluestem Indiangrass (Lometa or Cheyenne) 1.1 1.5 Bermudagrass Little Bluestem 0.9 1.4 K-R Bluestem 0.7 K-R Bluestem 0.7 Sand Dropseed 0.2 Switchgrass 1.2 Switchgrass (Alamo or Blackwell) 1.2 Total 6.2 1 Total 6.9 1 Total 5.4 URBAN AREA WARM -SEASON SEEDING RATE In Pounds. Pure Live Seed (PLS) Mixture for Clay or Tight Soils Mixture for Sandy Soils Dates Eastern Section Western Section All Sections Feb 1 Green Sprangletop 0.9 Green Sprangletop 1.1 Green Sprangletop 1.1 To Bermudagrass 1.2 K-R Bluestem 1.3 K-R Bluestem 1.3 May 1 K-R Bluestem 1.0 Buffalograss 10.7 Buffalograss 1.5 Buffalograss 8.0 Total 11.1 1 Total 13.1 Total 3.9 TEMPORARY COOL -SEASON SEEDING RATE In pounds, Pure Live Seed PLS Dates All Sections Feb 1 Tall Fescue 4.0 To Western Wheatgrass 5.0 May 1 Wheat (Red, Winter) 30.0 Total 39.0 TEMPORARY COOL -SEASON LEGUME SEEDING RATE In pounds, Pure Live Seed PLS Dates All Sections Aug 15 Crimson Clover 7.0 to Nov 30 Total 7.0 TEMPORARY WARM -SEASON SEEDING RATE In pounds, Pure Live Seed PLS Dates May 1 All Sections Foxtail Millet 30.0 to Nov 30 Total 30.0 Note: Names in parenthesis O represent "improved" varieties of the species shown. Specifications for Utility Installations 9 Fort Worth District AESTHETICS To preserve and protect trees, shrubbery, and other aesthetic features on the highway right-of-way, TxDOT may specify the extent and methods of tree removal, tree trimming, or their replacement. TxDOT may also specify the installation methods of the underground or overhead utility in order to protect and preserve trees and other aesthetic features. REQUIRED PRUNING PRACTICES PRIOR TO CUTTING • Locate utility lines with the least possible interference with trees. • Amount of clearance should be determined by the rate of tree growth. • Remove minimum number of branches to provide adequate clearance. • Maintain adequate clearance for lines, NOT EXCESSIVE CLEARANCE. • ALL pruning shall conform to recognized tree surgery practice. • Preserve natural character of tree. WHERE TO CUT In removing a limb, the cut should be made at a fork where the remaining branch will be at least one third the diameter of the one removed. LIMB REMOVAL 1. In removing branches the cut should be made at a fork with the remaining branch at least one-third the diameter of the one removed. 2. Undercut 1/3 of the way through the limb, 8 to 12 inches from the main stem. 3. Remove limb 4 to 6 inches out from the first cut. 4. Remove stub with an even cut so that a trace (called a "collar") still protrudes (about'/2 inch). 5. All cuts two (2) inches or over shall be painted with an approved tree dressing or paint. " See pg 11. DISPOSAL OF CUTTINGS All pruned wood and brush must be removed from the right of way and disposed of in accordance with the laws and regulations of the community, county, and state. Disease branches (especially those infected with oak wilt) must be properly disposed of to prevent the further spread of the disease. Specifications for Utility Installations 10 Fort Worth District 9uoijitmolt to PRUNING SUGGESTIONS Fnrm DE 3 bN _e ?il DESIRABLE TREE MODIFICATIONS PRESERVING SYMMETRY. UNDESIRABLE TREE MOUIFIGATIONS Such tree -line relationships as illustrated perpoluctes high mainlenance costs and right-of-way unsightliness. yly DESIRABLE DESIRABLE DESIRABLE UNDESIRABLE DESIRABLE UNGE SIRABLE Ll IN DE S.1 RABLE DESIRABLE Remove limb 4'-G' from Ist cut. V.; Undercut waZ 1hr.ugh 111mb 8 -12' from main stem. Remove stub Finished cut with ail even, ',..with no froce Flush cut. 15 of slab - PROPER LCM9 REMOVAL (a' dia. or mo-e) Specifications for Utility Installations 11 Fort Worth District APPENDIX E GR-01 60 00 PRODUCT REQUIREMENTS FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsiftcation Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 07/23/97 3305 13 Urethane Hydrophilic Waterstop, Asahi Kgy, K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412/D792 04/26/00 3305 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Do—irig No. 35-0048-001 04/26/00 3305 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Cm ._ 21 -4G Gasket ASTM C-443/C-361 SS MH 1/26/99 3305 13 HDPE Manhole Adjustment Rings Udtech, Inc HOPE Adjustment Ring Traffic and Non -traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS Wra idSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26199 1 3339 13 Fiber lass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non -traffic area 08/30/06 33 39 13 Fiber lass Manhole L.F. Manufacturin Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) 33 05 13 1 Manhole Frames and Covers I Western Iron Works, Bass & Hays Foundry I i001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) Manhole Frames and Covers Western Iron Works, Bass & Ha Founds 30024 24" Dia. Manhole Frames and Covers McKinle Iron Works Inc. A 24 AM 24" Dia. 08/24/18Manhole Frames and Covers Neenah Foun R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18Manhole J31.1 Frames and Covers Neenh Found NF 1274 ASTM A48& AASHTO M306 30" Dia. Manhole Frames and Covers Si a Co oration MH-t44N Manhole Frames and Covers Si a Cor ration MH-143N Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 3305 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31/06 3305 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25103 3305 13 Manhole Frames and Covers Saint-Gobain Pi N lines (Pamrex/rexus) RE32-R8FS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1493 Designs AASHTO M306-04 30" Dia. 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MID 651 FWN & MH16502 30" Dia 07/19/I I 3305 13 30" Dia. MH Ring and Cover Star Pie Products MH32FTWSS-DC 30" Dia 08/10/11 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Rine 30" Dia 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO Mt05 & ASTM A536 30" Dia 06/01/17 3405 13 30" Dia. MH Rin and Cover Lockable) Cl SIP Industries 2280 32" ASTM A 48 30" Dia. 12/05/23 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) Cl SIP Industries 4267WT - Hinged 32") ASTM A 48 30" Dia. 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o ISn g 30" Dia. 10/07/21 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/161 33 05 13 Manhole Frames and Covers Pont-A-Mousson Parmi t 24" Dia, 3305 13 Manhole Frames and Covers Neenah Costing 24" Dia. 33 05 13 Manhole Frames and Covers Western Gen Works,Bass & Has Foundry 300-24P 24" Dia. 3305 13 Manhole Frames aad Covers McKinley It.. Works Inc. WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia, 04/20/01 3305 13 Manhole Frames and Covers (SIP)Sc—pore Industries Private Ltd. 300-24-23.75 Ring,and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) 33 39 10 Manhole, Precast Concrete Hydro Conduit CorpSPL Item #49 ASTM C 478 48" 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 12/05/23 3339 10 Manhole, Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/l8 33 39 10 Manhole, Precast Concrete The Tumu Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 09/03/24 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. marmote,Opening an at top, Transition Cones) ASTM C 478 49" to 94" I.D. 06/09/10 33 39 10 Manhole, Precast (Reinforced Pol er)Cmerete US Composite Pie Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Geneva Pipe and Precast (Pred! Systems) 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pie and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-478; ASTM C-923; ASTM C-443 03/07/23 333120 Manhole, Precast (Reinforced Pol ep Concrete P3 Pol ers, Rockfiardsc 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast(Reinforced Polymer) Concrete Amitech USA MortPol cre[e Pi e Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 For use when Sod. MH cannot be 1 Wastewater Access Chamber Quickstream Solutions, Inc. Type 8 Maintenace Shaft (Poo it) installed due to de th Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious E1-14 Manhole Rehab Systems Quadex 04/23/01 E1-14 Mardmlc Rehab Systems Standard Cement Materials, Inc. Reliner MSP E1-14 Manhole Rehab Systems AP/M Per mb- 4/20/01 E1-14 Mnnhole Rehab System Strong corripany Strong Seal MS2A Rehab System 5/12/03 E1-14 Manhole Rehab S stem (Liner) Tri lex Lining System MH repair roduct to stop infiltration ASTM D5813 08/30/06 General Concrete Repair F1exKrete Technologies Vinyl Polyester Repair Product Misc. Use " From Original Standard Products List FORT 'WORTH ,, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious 05/20/96 El-14 Manhole Rehab Systems Spmyrcq, Spray Wall Polymethare, Coating ASTM D639/D790 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (As hatic Emulsion) Structures Onl 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SIHB, S1, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 03/I9/18 33 OS 1(, 33 39 1 Q, 333920 Coatin for Corrosion rotection(Exterior) Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade As hatic Emulsion) For Exterior Coating of Concrete Structures Onl Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok -.Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/I4/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casing Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Po —seal 4810 Powerchoek Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 09/03/24 33 05 l3 Casing Spacers Raci (Completely HDPE) Per Manufacturers Requirements (Sewer Applications Only) 8" - 12" (Sewer Only) Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, CI51 3" thm 24" 08/24/18 33 It 10 Ductile Ion Pipe American Ductile Iron Pipe Co. American Futile Pipe (Bell Spigot) AWWA C150, C 151 4" thou 30" 08/24/18 33 It 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 4" thou 30" " 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151 " 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151 Water & Sewer - Utility Line Marker (08124/2018) Sewer - Coatings/Epoxy 33-39-60 (01/OS/13) 02/25/02 E oxy Lining System Sauereisen, Inc ScwerGard 21ORS LA Count #210-1.33 12/14/01 Epoxy Lining System Ertech Technical Coatings ErWelt 2030 and 2100 Series 04/14/05 Interior Ductile Ion Pie Coating Indmon Protecto 401 ASTM B-1 l7 Ductile Ion Pie Only 01/31/06 Coatings for Corrosion Protection Chesterton Are 791, S1HB, Sl, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Envbonmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31.70 Air Release Valve A.M. USA, Inc. D025LTP02(Cm site Bud ) Sewer -Pipes/Concrete E1-04 Cone. Pipe, Reinforced Wall Concrete PipeCo. Inc. ASTM C 76 EI-04 Cone. Pipe, Reinforced Hydro Conduit Corporation Class M T&G, SPL Item #77 ASTM C 76 EI-04 Conc. Pi e, Reinforced Hannan Concrete Products ASTM C 76 E1-04 Conc. Pi , Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13) PIM System PIM Corporation polyethylene PIM Corp., Piscata Way, N.J. Approved Previous) McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previous) TRS Systems I Treachless Replacement System Polyethylene Calgary, Canada Approved Previous) Sewer - Pipe/Fiberglass Reinforced/ 33-31-13(1/8/l3) 7/21/97 3331 13 Cent. Cast Fiberglass (FRP) Hobas Pie USA, Inc. Hobas Pi (Non -Pressure) ASTM D3262/D3754 03/22/10 33 31 13 Fiberglass Pie (FRP) Ameran Bondstrand RPMP Pie ASTM D3262/D3754 04/09/21 33 31 13 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pie Group Thompson Pipe (Flowtite) ASTM D3262/D3754 03/07/23 3331 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberwong FRP ASTM -262, ASTM D3681, ASTM D4161, AWWA M45 09/03/24 1 3331 13 Fiberglass Pipe (FRP) Superlit Boru Saaayi A.S. Supertit FRP ASTM D3262, ASTM D3517, ASTM 3754, AWWA C950. " From Original Standard Products List FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer - Pipe/Polvmer Pipe 4/14/05 Pol er Modified Concrete Pi Amitech USA Me Pol Crete Pi ASTM C33, A276, F477 8" to 102", Class V 06/09/10 EI-9 Reinforced Pol ner Concrete Pie US Composite Pie Reinforced Polymer Concrete Pie ASTM C-76. Sewer - Pipes/HD PE 33-31-23(1/8/13) Bi h-densil of eth lene i e Phillips Driscopipe, Inc. Oticora Ductile Polyethylene Pie ASTM D 1248 8" Ffigh-densitv nolvethvIene nine PI-0 Inc. ASTM D 1248 8" High -density 1 eth lene Dive Polly Pipe, Inc. ASTM D 1248 8" High -density 1 eth lene pipe CSRHydro Conduit/Pipeline S tems McConnell Pipe Enlargement ASTMD 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 1 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AW WA C900 4" thou 12" 10/22/14 33-I142 DR-14.PVC Pressure Pipe Royal Budding Products Royal Scal PVC Pressure Pipe AW WA C900 4" 0uv 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) 33-31-20 PVC Sewer Pie J-M Manufacturing Co, Inc. (JM Eagle) SDR-26 (PSI 15) ASTM D 3034 4" - 15" t2/23/97" 33-31-20 PVC Sewer Pie Diamond Plastics Corporation SDR-26 (PSI 15) ASTM D 3034 4" fl ru 15" 33-31-20 PVC Sewer Pipe Lamson V y lon Pipe SDR-26 (PSI 15) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pie Vin (tech PVC Pie SDR-26 (PSI 15) ASTM D3034 4" thrn 15" 12/05/23 33-31 20 PVC Sewer Pie Vin (tech PVC Pie Gravity Sewer PS 115 ASTM F 679 18" 33-31-20 PVC Sewer Pie J-M Manufacturing Co, Inc. (JM Eagle) PS 115 ASTM F 679 IS" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Banco SDR-26 (PS 115) Gasket Fittings ASTM D-3034,.D-1784, etc 4" - 15" ` 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake) Gasketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 3120 PVC Sewer Pie Pi life Jet Stream SDR 26 (PS 115) ASTM F679 18"- 24" 3/19/2018 333120 PVC Sewer Pipe Pi life .let Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- I5" 10/21/2020 33 31 20 PVC Sewer Pie NAPCO(Westlake SDR 26 ASTM D3034 4" - 15" 10/22/2020 1 33 31 20 PVC Sewer Pie Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 10/21/2020 1 33 31 20 IPVC Sewer Pipe I NAPCO(Wcad ke) SDR 26 PS 115 ASTM F-679 18"- 36" " From Original Standard Products List FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Appurtenances 33-12-10 (07/OU131 09/03/24 33-12-10 Double Strap Saddle Ford Meter Box Co., Inc. 202B 1"-2" SVC, up to 16" Pip, 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blau #317 Nylon Coated Double Strap Saddle 07/23/12 33-12-.10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1 "-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Poweraeal 3450AS, Incl. Corp. Stop, Old Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,610OMT & 610MT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M ]Y" and 2" 525/2018 33-12-10 Curb Stops -Ball Meter Valves. Ford Meter Box Co., Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Ine. FB600-6-NL, FB1600-6-NL, FV23-666-W- NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Be. Co., Inc. FB6004-NL, FB16004-NL, BI1-444-WR- NL, B22444-WR-NL, L28- 4NL AWWA C800 I" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-24277N-3, B-2020ON-3, H- 15000N, , H-1552N, H142276N AWWA C800, ANSF 61, ANSI/NSF 372 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-2020ON-3, B-24277N-3,H- 15000N, H-14276N, H-15525N AWWA C800, ANSF 61, ANSUNSF 372 1-1/2" 525/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-2020ON-3,11-15000N, H- 15530N AWWA C800, ANSF 61, ANSI/NSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1 "-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tappingg Sleeve Coated or Stainless Steel JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steep Poweracal 3490AS (Flange) & 3490MJ V-8" and 16" 02/29/12 33-12-25 Tacoma Sleeve Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tappingg Sleeve Stainless Steel Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clam Powers.] 3232 Bell Joint Repair Clam. 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-IEPAF FTW Plastic Meter Box w/Com osite Lid DFW Plastics Inc. OFW39C-12-IEPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-IEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1 118 LID-9 Concrete Meter Bex Bass & Ha CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Ha CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) None Water - Combination Air Release 33-31-70 (01/08/131 ° EI-11 Combination Air Release Valve CA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" EI-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. t/2" I" & 2" EI-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #I45C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/141 10/01/87 E4-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Bartel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-IA2 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-I9895 AWWA C-502 01/l2/93 &142 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/89 E-I-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Bartel Fire Hydrant ITT Kdy Valve Shop Davmg No.D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 El-12 D Bartel Fire Hydrant Mueller Company 'hap Drawing FH-12 A-423 Su er Centmion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pip. & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-IA2 Dry Bartel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 E 101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 1 Magnetic Drive Vertical Turbine Hcay Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" " From Original Standard Products List FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsification Manufacturer Model No. I National Spec I Size Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 12/05/23 33-11-12. PVC Pressure Pie Vin (tech PVC Pie DR14 AWWA C900, AWWA C605, ASTM D1794 4"-16" 12/05/23 33-11-12 PVC Pressure Pie Vinyltech PVC Pipe DR18 AWWA C900, AWWA C605, ASTMD1784 IV-18" 09/03/24 33-11-12 PVC Pressure Pie Northern Pipe Products DR44 AWWA C900, AWWA C605, ASTM D1784 4"46" 09/03/24 33-11-12 PVC Pressure Pie Northern Pipe Products DR18 AWWA C900, AWWA C605, ASTM D1784 16"-18" 3/19/2018 33 1112 PVC Pressure Pie Pi life Jet Stream DR14 AWWA C900 4"-12" 3/19/2019 33 It 12 PVC Pressure Pie Pi elife Jet Stream DRl8 AWWA C900 16"-24" 5/25/2018 33 1112 PVC Pressure Pie Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6/2018 33 It 12 PVC Pressure Pipe J-M Manufacturing Co, Inc d/b/a JM Eagle DR 14 AW WA C90046 III' ANSUNSF6l NSF FM 1612 4"-28" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co, Inc d/b/a JM Eagle DRIB AWWA C900-16 UL 1295 ANSI/NSF 61 FM 1612 16"-24" 9/6/2019 331112 PVC Pressure Pipe Underground Solutions. Inc. DR14FuabI.PVC .AWWA C900 4"-8" 9/6/2019 3311. 12 PVC Pressure Pipe NAPCO(WestI lc,) DR18 AWWA C900 16"-24" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR14 .AWWA C900 4"-12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 .AWWA C900 4"- IT' Water - Piues/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/131 07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110 EI-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AW WA C 110 E1-07 Ductile Iron Fittings McWane/T ler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AW WA C I53, C 110, C III 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AWWAC153 V-12" 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flan a Uni-Flange Series 1400 AWWA Cl I1/CI53 4" to 36" 05/14/99 EI-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flan a Um -Flange Series 1500 Circle -Lock AW WA CI 11/CI53 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA CIII ICI 16/C153 4"to12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series I100 (for DI Pipe) AWWA CI I LIC I16/C153 4" to 42" 02/29/12 33-1I-11 PVC Pipe Mechanical Joint Restraint EBAA It.., Inc. Meg -lug Series 2000 If. PVC Pipe) AWWA CI l L/C 116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Si ma, Co. Sigma One -Lek SLC4- SLCIO AW WA CII1/CI53 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Si a. Co. Sigma Oar-Lok S1LCS4-SLCS12 AWWACIII/CI53 4" to 12" 08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLOE AW WA Cl 11/CI53 12" to 24" 08/10/98 EI-07 MJ Fittings(DIP) Si a, Co. Sigma On&Lok SLDE AWWAC153 4"-24" 10/12/IO E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to IT' 04/07/69 Interior Restrained Joint System Hultee Hydcogerp-R ASTM D395, D412. D471, D573, D883, DI 149, D 1229, D1349, D1414, D1415, D1566, F913 4'-12" 08/16/06 EI-07 Mechanical Joint Fittings SIP Industries Scram or Mechanical Joint Fittings AWWA CI53 4" to 24" 11/07/t6 33-1I-11 Mechanical Joint Retainer Glands Star Pi Products, Inc. PVC Stargrip Series 4000 ASTM A536 AWWA Cl 11 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pie Products, Inc. DIP Stargrip Series 3000 ASTM A536 AW WA CI I I 03/19/18 3341-11 Mechanical Joint Retainer Glands SIP Industries(Scramore) EZ Grip Joint Restraint (EZD) Black For DIP ASTMA536AWWACI1l 3"-48" 03/19/19 33-11-11 Mechanical Joint Retainer Glands SIP lodustries(Scrampore) EZ Grip Joint Restraint (EZD) Red for C900 DR 14 PVC Pipe ASTM A536 AWWA C11 I V-12" 03/19/IS 33-11-11 Mechanical Joint Retainer Glands Sff Imfi stri Scram pore) EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC Pipe ASTM A536 AWWA C 111 16"-24" " From Original Standard Products List FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - PiyesNalves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/151 Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C5I5 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 &2524.(SO 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SO 94-20247) AWWA C515 I6" 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 EI-26 Resilieat Wedge Gate Valve American AVK Curnpany American AVKResilient Beaded GV AWWA C509 4" to. 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" E1-26 Resilient Seated Gate Valve M&H 4" - 12" EI-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SO 6647) AWWA C515 I6" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for I8"-24" (SD 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36". C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/89 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV SD D-20995) AWWA C515 16" 11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SO D-21652) AWWA C515 24" and smallor 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 EI-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420-stem, 4" - 12" E I-26 Resilient Seated Gate Valve U.S. Pipe and FoundryCo. Metroseal 250, r m reentsSPL #74 3" to. 16" 10/26/16 33-12-ZO Resilient Seated Gate Valve EJ (East Jordan Iran Works.) EJ 14—Master Gate Valve & Boxes 08/24/18 Mateo Gate Valve Mateo-Norea 225 MR AWWA/ANSICtl5/An21.15 4" to 16" Water - PipesNalves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/141 EI-30 Rubber Seated Butterfly Valve HenryPratt Co. AWWA C-504 24" EI-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Deurik Valves Co. AWWA C-504 24" and lacer 06/12/03 EI-30 Vahnatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatie American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 EI-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33 12 21 Rubber Scaled Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Buttertly Valve AWWA C-504 30"-54" 09/03/24 33 1221 Rubber Seated Butterfly Valve American AVK Counparty AWWA C504 Butterfly Valve Class 250B AWWA C-504 24" - 48" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/12/05 EI-13 Pot ethylene Encasment Flessol Packaging Fulton Enterprises AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD 05/12/05 EI-13 Polyethylenem Encasent AEP Industries Bollstrung by Cowtown Bolt & Gasket AWWA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - Sampling Station 03/07/23 33 1250 Water Sam En Station Ku ferle Foundry Company Eclipse, Number 88, 12-inch Depth of Buy As shown in spec. 33 12 50 09/021124 3342 50 W-eF 9—pli.8 Statiea �.re. MMAR9901- This product removed Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller H droguard HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN-2-PVC-0I8-LPLG(Pcrmanont) 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse#9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review ofproducts which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. Wben Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Yellow Highlight indicates recent changes " From Original Standard Products List