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065777 - Construction-Related - Contract - William J. Shultz, Inc. dba Circle C Construction Company
CSC No. 65777 FORT WORTH® CONTRACT FOR THE CONSTRUCTION OF Water & Sanitary Sewer Replacement Contract 2021, WSM-E City Project No. 103751 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Chris Harder, P.E. Director, Water Department Prepared for The City of Fort Worth Water Department 2025 TRANSYSTEMS 500 West Seventh Street, Suite 1100 Fort Worth, TX 76102 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX oo��E OF°p°°oo *2 F �;° \q, .....:....................................:....p BRENT E. SHIMANEK o £7...................................g 131147 'moo �000p°a�ONA4��L _ 12-02-2025 FORT WORTH® City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 00 05 10 Mayor and Council Communication 07/01/2011 00 05 15 Addenda 07/01/2011 00 1113 Invitation to Bidders 02/08/2024 00 2113 Instructions to Bidders 09/01/2025 00 35 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 00 45 11 Bidders Prequalifications 08/13/2021 00 45 12 Pre ualification Statement 09/30/2021 00 45 13 Pre ualification Application 06/13/2025 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 41 Small Business Goal 9/01/2025 00 52 43 Agreement 9/19/2025 00 6113 Performance Bond 12/08/2023 00 61 14 Payment Bond 12/08/2023 00 6119 Maintenance Bond 9/19/2025 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 09/01/2025 00 73 00 Supplementary Conditions 9/19/2025 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 29 75 Materials On Hand 9/19/2025 01 31 19 Preconstruction Meeting 09/01/2025 01 31 20 Project Meetings 07/01/2011 01 32 16 Construction Schedule 10/06/2023 01 32 33 Preconstruction Video 07/01/2011 01 33 00 Submittals 12/20/2012 01 35 13 Special Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 50 00 Temporary Facilities and Controls 09/19/2025 01 55 26 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Signage e 07/01/2011 01 60 00 Product Requirements uirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 01 78 39 Project Record Documents 07/01/2011 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents NONE Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/ProjectResources/ Division 02 - Existing Conditions Last Revised 02 4113 Selective Site Demolition 03/11/2022 02 4114 Utility Removal/Abandonment 12/20/2012 02 4115 Paving Removal 02/02/2016 Division 03 - Concrete 03-30-00 Cast I Place Concrete 06/13/2025 03 34 13 Controlled Low Strength Material (CLSM) 03/07/2025 34 116 Concrete Base Material for Trench Repair 12/20/2012 X03 03-80-00 Modifications to Existing Concrete Structures 121 /7zrrL0/2012 Division 26 - Electrical Division 31- Earthwork 31 00 09 Site Clearing 03 //21 21 23 16 Unclassified Excavation 0 /7v1 -n -28/201i3✓ 31 23 23 Bonow 01/28/2013 3-1-24-00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 04/29/2021 3 17136'00 Gabions 1 2 /�zr20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 32 0117 Permanent Asphalt Paving Repair 12/20/2012 32 0118 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 06/13/2025 32 11 2 r Flexible Base Courses 12/7�-20,9012 27 11 9 Lime Treated Base Courses 12/20,'2012 27 11 33 Cement Treated Base Courses 06/1vvr10 2022 7Z�T7T 32 11 37 04/21 /201 5 vo]'L1TscT1� 32 12 16 Asphalt Paving 6/07/2024 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 3212 73 Asphalt Paving Crack Sealants 12/20/2012 32 13 13 Concrete Paving 06/13/2025 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 12/09/2022 17 13 73 Concrete Paving Joint Sealants 12/20/2012 r 32 14 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 32 17 23 Pavement Markings 06/10/2022 32 17 Curb Address Painting 11/04/2013 32 3113 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 37 32 3 Cast in Place Concrete Retaining Walls 06/ 8 32 9119 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 32 92 13 Sodding 05/13/2021 32 92 14 Non Native Seeding 05/13/2021 32 92 15 10/06/2023 �} ^�� 3 43 Trees and Shrubs 12/'1r 40/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 01 31 Closed Circuit Television (CCTV) Inspection — Sanitary Sewer 03/11/2022 33 01 32 12/0 8,'2023 333 O3 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 04 11 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 of Pipes 03/11/2022 33 05 10 Utility Trench Excavation, Embedment, and Backfill 06/13/2025 33 05 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings 09/09/2022 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 03/11/2022 33 05 16 Concrete Water Vaults 12/20/2012 33 05 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 Pipe 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 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/09/2022 33 11 11 Ductile Iron Fittings 09/20/2017 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 09/09/2022 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 03/07/2025 33 1 1 1 4 Buried Steel Pipe and Fittings 12/20/20 1 2 33 12 10 Water Services 1 -inch to 2 -inch 02/14/2017 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 33 12 11 Large Water Meters 12/20/2012 33 12 20 Resilient Seated Gate Valve 05/06/2015 33 12 21 AWWA Rubber Seated Butterfly Valves 0,+ /vT 3/20019 33 12 25 Connection to Existing Water Mains 02/06/2013 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 1240 Fire Hydrants 01/03/2014 33 12 ✓v Water Sample Stations 12,'20/2012 33 12 60 Standard Blow -off Valve Assembly 06/19/2013 22yPlacepe12/2 1'2 3113 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 33 35 0401 /'1Q 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 09/09/2022 l Chloride Closed Profile Sewer 33 31TPol (PVC) 12/2 /7x2012 `3 31 22 Sanitary Sewer Slip Lining 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/20 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 1 2 /izr20/2012 33 39 10 Cast -in -Place Concrete Manholes 12/13/2024 33 39 20 Precast Concrete Manholes 12/13/2024 33 39 30 Fiberglass Manholes 12/13/2024 1'2 39 0 erccesser12/20/2012 33 39 60 Liners for Sanitary Sewer Structures 04/29/2021 33 4110 0710vrr01/20011 33 n�T 12/20/20 12 33 4112Polyethylenepe11/13/2015 33 4113 Polropy1ene Pipe for Storm Drain 06/to n�2 33 16 00 Subdrainagc 12/20/2012 33 46 01 Slotted Storm Drains 07/01/2011 333 46-02 Trench Drains 07/01/2011 33 49 10 Cast in Place Manholes and Junction Boxes 1'1/1�zr13/2024 33 19 8 Curb and Drop Inlets 03/10 1�i 33 An An �o Dom, /2011 ��r Division 34 - Transportation 3Ado Traffic Signals 03/to lei 31 1110.01 Attachment A Controller Cabinet 12/1 4/201 5 -vrrcrvxx�r ac c crrvr=.vr=r 3A 4 .0z Attachment B Controller Specification 02/2012 34 4110.03 Attachment C Software Specification 01/2012 34 4111 Temporary Traffic Signals 11/22/ 2013 ail 1113 Removing Traffic Signals 03/11/2022 3A 11 v Roadway Illumination Assemblies 12, /7z 3A A� .01 Arterial LED Roadway Luminaires 06/15/20 15 34 41 20.02 Freeway LED Roadway Luminaires 06,'15/2015 31 41 20.03 Residential LED Roadway Luminaires 06/15/2015 311130 Alunum Signs 11/11/13 3111 50 Single Mode Fiber Optic Cable 02/26/2016 34 7113 Traffic Control 03/22/2021 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 6 Appendix GC -4.02 Subsurface and Physical Conditions GC -4.04 Underground Facilities GC -6.06.D Small Business Utilization Form GC -6.07 Wage Rates GC -6.09 Permits and Utilities GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 19, 2025 City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, June 9, 2026 LOG NAME: 60WSSC21 WSME-CIRCLEC REFERENCE NO.: **M&C 26-0421 SUBJECT: (CD 2) Authorize Execution of a Contract with William J. Schultz, Inc. dba Circle C Construction Company, in the Amount of $13,105,155.35 for Water and Sanitary Sewer Replacement Contract 2021 WSM-E 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 William J. Schultz, Inc. dba Circle C Construction Company, in the amount of $13,105,155.35 for Water and Sanitary Sewer Replacement 2021 WSM-E project; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund in the amount of $14,216,485.00, transferred from available PayGo funds in the Water and Sewer Fund, for the purpose of funding the Water and Sanitary Sewer Replacement Contract 2021 WSM-E project (City Project No. 103751) and to effect a portion of Water's contribution to the Fiscal Years 2026-2030 Capital Improvement Program. DISCUSSION: The purpose of this Mayor & Council Communication (M&C) is to authorize execution of a construction contract with William J. Schultz, Inc. dba Circle C Construction Company, in the amount of $13,105,155.35 for the replacement of cast iron water and/or deteriorated sanitary sewer mains as indicated on the following streets: Street From E Northside Drive IIN Main Street Ellis Avenue IIE Central Avenue E Central Avenue lEllis Avenue lAvenue W Exchange N Main Street NW 21st Street linton Avenue E Central Avenue Ellis Avenue To Scope of Work N Commerce Water Street NW 26th Water/ Street Sewer N Main Water N Main Water/ Street Sewer NE 14th Water Street N Main II Water NW 22nd Street Ellis Avenue N Main Water ��.__ _. NW 23rd Street Ellis Avenue N Main Water Street J NW 24th Street Ellis Avenue N Main Water Street ][N Main NW 25th Street Ellis Avenue Water treet Belmont Avenue 19th Street North 141 Sewer feet L th Street j Belmont Avenue West 204 Sewer feet Alley between 19th Belmont Avenue/1 9th West 258 Street and 141 feet Street Intersection feet Sewer north of Odd Street Easement between 210 feet west of Belmont Belmont Avenue South 285 and Highland Avenue/19th Street feet Sewer Avenue Intersection Additionally, asphalt pavement rehabilitation will be conducted on all the roadways curb to curb subsequent to the water and sanitary sewer main replacement. The project was advertised for bids on December 10, and December 17, 2025, in the Fort Worth Star - Telegram. On April 23, 2026, the following bids were received: Bidder Amount Time of Completion William J. Schultz, Inc. dba Circle $13,105 155.35 850 Calendar C Construction Company Days Woody Contractors, Inc. $13,742,293.70 Jackson Construction, Ltd. $15,520,691.50 Western Municipal Construction of Texas, LLC $17,372,374.00 SYB Construction Co, Inc $19,167,440.90 Small Business (SB) Goal - William J. Schultz, Inc. dba Circle C Construction Company is a certified small business and is in compliance with the City's Small Business Ordinance. In addition to the contract amount, $745,863.00 (Water: $598,073.00, Sewer: $147,790.00) is required for project management, material testing, and inspection. Project contingencies are provided in the amount of $365,466.00 (Water: $289,792.00; Sewer: $75,674.00). The sanitary sewer component of this project is part of the Sanitary Sewer Overflow Initiative Program of the Water Department. Approximately 8,970 linear feet of cast iron water pipe and 1,980 linear feet of 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. Funding is budgeted in the Transfer to Water/Sewer account within the Water & Sewer operating budget for the purpose of funding the W/SS Repl Contract 2021 WSM-E project. FY2026 — Water PAYGO Appropriations per City Ordinance 27979-09-2025 FY2026 Amended FY2026 PayGo YTD PayGo FY2026 Original (includes any Approved This M&C Remaining Adopted PayGo council actions for/Moved to PayGo subsequent to Capital Projects Balance budget adoption) $101,090,082.00 $101,090,082.00 ($39,991,092.29) ($14,216,485.00) $46,882,504.71 Note: There may be other pending actions or recently approved actions that are not reflected in the table due to timing. Appropriations for the W/SS Contract 2021 WSM-E project are as depicted below: Fund W&S Capital Projects - Fund 56002 ect Total Existing )roariations $726,900 $726,900 Additional project Total* )aroDriations $14,216,485.00 1$14,943,385.0011 $14,216,485.00$14,943,385.00 *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 Water & Sewer Fund, and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the W&S Capital Projects Fund for the W/SS Contract 2021 WSM-E project to support the execution of the construction contract. Prior to an expenditure being incurred, the Water Department has the responsibility of verifying the availability of funds. FUND IDENTIFIERS (FIDs),: TO and Department ID FROM Fund Department ID CERTIFICATIONS: ount Project Prog ID ounli Project Prog ID Budget Year Reference # (Chartfield 2) Budget Reference # Year (Chartfield 2) Submitted for City Manager's Office by Jesica McEachern (5804) Originating Department Head: Chris Harder (5020) Additional Information Contact: John Kasavich (8480) ATTACHMENTS 1. 602021 WSSWSME-CIRCLEC.pdf (Public) 2. 60WSSC21 WSME-CIRCLEC FID TABLE (WCF 05.06.26).xlsx (CFW Internal) 3. 60WSSC21 WSME-CIRCLEC funds avail.docx (CFW Internal) 4.ORD.APP 60WSSC21WSME-CIRCLEC 56002 A026(R2).docx (Public) PBS CPN 103751.pdf (CFW Internal) WSM-E 1295 Form.pdf (CFW Internal) Ln m en m Lri Ui L11 L11 Ii ci Lr Ln 01 0 O C C 01 •U M Y M Y C N O ei O Y C Ui I-iO O U C O v- f0 C w 0 CU C O C O Y 01 U+ Vf O Y y U y, O O U U 00 L U DC S .� •- C U U 01 J C C-0 - 410-0 O 00 v) O 0 H '^ 00 0 U c U V O c U m(° m N J •_ m' @ °- 3 3— V) H — L°n 0 E u 0000 000 0 0 0 0 Ln 000 o 0 00 0 0 0 00 0000 0 0 0 0 0 0 o CC 0 0 0 0 ci o 0 O O o 0 U1 N 00 ri CO N Co ^ M 0 N M m '7 0 o M m M m N N O 0 enN m v m v m v M rn � m a1 0 0 o-i 00 tD a1 I� M IN LO N [t �t i/) m al N N `t N N N N O LI1 ct Ln al a1 Ln dl Cl al CI Lr Ol al W m m .-i N ai NV en n en n V en n N -It M N .4 O r -I i/} al LI1 00 N O a --1 N V) L11 m ^ M en V} c-1 (l1 M N N -I N -I N rj +n r.j 1I• i/>• i/•? 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Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (SECTION 00 41 00) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for Water & Sanitary Sewer Replacement Contract 2021, WSM-E, City Project No. 103751 are hereby revised by Addendum No. I as follows: 1. Project Manual section 00 11 13 INVITATION TO BIDDERS shall be replaced with section 00 1 1 13 INVITATION TO BIDDERS last revised February 8", 2024, attached to this addendum. Revised INVITATION TO BIDDERS reflects an updated bid date of February 26th, 2026. Bidder questions will be open until 2 p.m. the Friday prior to the Bid opening as stated in the 00 21 13 INSTRUCTIONS TO BIDDERS. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised January 12, 2026 Addendum - 1 This Addendum No. 1 forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Project Manual & Contract Documents of the same. Acknowledge your receipt of Addendum No. 1 by completing the requested information at the following locations: (1) In the space provided in Section 00 41 00, Bid Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 1" A signed copy of Addendum No. I should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of Addendum No. 1 could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. Addendum No. I RECEIPT ACKNOWLEDGEMENT: By: Company: Ci,- I C Cr/,c4, o Address: So 77,l// City: '2 i.4 7L State: Chris Harder P.E. Director, Water Dep . By: o u Tony S iolola, P.E. Assistant Director, Water Dept. END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised January 12, 2026 Addendum - I 00 11 13 INVITATION TO BIDDERS Page 1 of 3 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of Water & Sanitary Sewer Replacement Contract 2021, WSM-E ("Project") will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project until 2:00 P.M. CST, Thursday, February 26, 2026. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST at New City Hall (NCH); Room MZ10_12, 100 Fort Worth Trail, Fort Worth, TX 76102. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non -responsive. No late bids/proposals shall be accepted. Bids delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 2 of 3 Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Water: 4,361 LF 24" Concrete AWWA C303 Water Pipe 91 LF 36" Concrete AWWA C303 Water Pipe 342 LF 16" PVC Water Pipe 2,568 LF 12" PVC Water Pipe (DR -14) 6,301 LF 8" PVC Water Pipe (DR -14) 6 EA 24" Gate Valve w/ Vault 76 LF 48" Casing By Other Than Open Cut 1 LS Cathodic Protection 9,917 LF 4' Wide Asphalt Pvmt Repair, Arterial 200 SY Conc. Pvmt Repair, Residential 1500 Sy Conc. Pvmt Repair, Arterial 33 Ton Ductile Iron Water Fittings w/Restraint 118 EA 1" Water Service Sewer: 1,989 LF 8" Sewer Pipe PVC (SDR-26) w/acceptable backfill 101 LF 8" Sewer Carrier Pipe (DI) by Hand Tunnel 13 EA 4' Manhole 101 LF 48" Tunnel Liner Plate By Other Than Open Cut 2,344 LF 4' Wide Asphalt Pvmt Repair, Arterial 524 SY Conc. Pvmt Repair, Residential 37 VF Liner — 4' Sewer MH (Warren or Chesterton Coating) 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://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 3 of 3 To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. 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: December 18, 2025 TIME: 11:00 AM Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. 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 December 10, 2025 December 17, 2025 END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 CITY OF FORT WORTH Water Department Water & Sanitary Sewer Replacement Contract 2021, WSM-E City Project No. 103751 ADDENDUM NO.2 Unit 1: Water Improvements Unit 2: Sanitary Sewer Improvements ADDENDUM RELEASE DATE: February 23, 2026 BID RECEIPT DATE: March 19", 2026 INFORMATION TO BIDDERS: This Addendum, forms part of the Plans, Contract Documents & Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (SECTION 00 41 00) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for Water & Sanitary Sewer Replacement Contract 2021, WSM-E, City Project No. 103751 are hereby revised by Addendum No. 2 as follows: 1. Project Manual section 00 11 13 INVITATION TO BIDDERS shall be replaced with section 00 11 13 INVITATION TO BIDDERS last revised February 20"', 2026, attached to this addendum. Revised INVITATION TO BIDDERS reflects an updated bid date of March 19'", 2026. Bidder questions will be open until 2 p.m. the Friday prior to the Bid opening as stated in the 00 21 13 INSTRUCTIONS TO BIDDERS. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised February 20, 2026 Addendum - 2 This Addendum No. 2 forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Project Manual & Contract Documents of the same. Acknowledge your receipt of Addendum No. 2 by completing the requested information at the following locations: (1) In the space provided in Section 00 41 00, Bid Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 2" A signed copy of Addendum No. 2 should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of Addendum No. 2 could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. Addendum No. 2 RECEIPT ACKNOWLEDGEMENT: By: / a s•� Company: /r ion s u I, Address: Soo 7,,e// City: /Z f G/Oi State: 7_ Chris Harder P.E. Director, Water Dept. `T O ✓ By: L. - D �u Tony Sholola, P.E. Assistant Director, Water Dept. END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised February 20, 2026 Addendum - 2 00 11 13 INVITATION TO BIDDERS Page 1 of3 SECTION 0011 13 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of Water & Sanitary Sewer Replacement Contract 2021, WSM-E ("Project") will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/aortal/?tab=openOpportunities, under the respective Project until 2:00 P.M. CST, Thursday, March 19, 2026. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST at New City Hall (NCH); Room MZ10_12, 100 Fort Worth Trail, Fort Worth, TX 76102. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https://fortwoi-thtexas.bonfir•ehub.com/portal/?tab=openOpportunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non -responsive. No late bids/proposals shall be accepted. Bids delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 2 of 3 Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Water: Alternate A: 4,361 LF 24" Concrete AWWA C303 Water Pipe 91 LF 36" Concrete AWWA C303 Water Pipe 1 LS C303 Fittings Alternate B: 4,361 LF 24" DIP Water 91 LF 36" DIP Water 15 TON Ductile Iron Water Fittings w/ Restraint Base Bid: 342 LF 16" PVC Water Pipe 2,568 LF 12" PVC Water Pipe (DR -14) 6,301 LF 8" PVC Water Pipe (DR -14) 6 EA 24" Gate Valve w/ Vault 76 LF 48" Casing By Other Than Open Cut 1 LS Cathodic Protection 9,917 LF 4' Wide Asphalt Pvmt Repair, Arterial 200 SY Conc. Pvmt Repair, Residential 1500 Sy Conc. Pvmt Repair, Arterial 33 Ton Ductile Iron Water Fittings w/Restraint 118 EA 1" Water Service Sewer: 1,989 LF 8" Sewer Pipe PVC (SDR-26) w/acceptable backfill 101 LF 8" Sewer Carrier Pipe (DI) by Hand Tunnel 13 EA 4' Manhole 101 LF 48" Tunnel Liner Plate By Other Than Open Cut 2,344 LF 4' Wide Asphalt Pvmt Repair, Arterial 524 SY Conc. Pvmt Repair, Residential 37 VF Liner — 4' Sewer MH (Warren or Chesterton Coating) 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 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 3 of 3 The Bidding and Contract Documents may be examined or obtained via the Procurement Portal https://fortworthtexas.bonfrehub.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://foitworthtexas.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: December 18, 2025 TIME: 11:00 AM Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. 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 December 10, 2025 December 17, 2025 END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 CITY OF FORT WORTH Water Department Water & Sanitary Sewer Replacement Contract 2021, WSM-E City Project No. 103751 ADDENDUM NO.3 Unit 1: Water Improvements Unit 2: Sanitary Sewer Improvements ADDENDUM RELEASE DATE: March 12, 2026 BID RECEIPT DATE: March 19th, 2026 INFORMATION TO BIDDERS: This Addendum, forms part of the Plans, Contract Documents & Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (SECTION 00 41 00) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for Water & Sanitary Sewer Replacement Contract 2021, WSM-E, City Project No. 103751 are hereby revised by Addendum No. 3 as follows: 1. Construction plans have been modified as follows: • Sheet 3: Updated General notes to latest version. • Sheet 4: Updated General notes to latest version. • Sheet 5: Project Special Note updated. • Sheet 14: Remove and replace curb and gutter note added. • Sheet 15: WL profile adjustments and gas line elevations added. • Sheet 16: WL profile adjustments, gas line elevations added and remove and replace curb and gutter note added. • Sheet 17: WL profile adjustments, gas line elevations added and remove and replace curb and gutter note added. • Sheet 15: WL profile adjustments and gas line elevations added. • Sheet 18: WL profile adjustments and gas line elevations added. • Sheet 19: Remove and replace curb and gutter note added. • Sheet 20: Remove and replace curb and gutter note added. • Sheet 21: Gas line elevations added. • Sheet 23: Gas line elevations added. • Sheet 32: WL profile adjustments and gas line elevations added. • Sheet 37: WL profile adjustments, gas line elevations added and restrained joint note added • Sheet 41: Gas line elevations added. • Sheet 42: WL profile adjustments, gas line elevations added and restrained joint note added • Sheet 46: Tree removal and gas line revisions. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised February 27, 2026 Addendum - 3 • Sheet 47: Gas line elevations added. • Sheet 49: Gas line elevations added. • Sheet 50: Gas line elevations added. • Sheet 51: Tree removal and gas line revisions. • Sheet 52: Tree removal gas line revisions, and tunnel linear plate. • Sheet 53: Work hours for high volume roads changed to 7am-6pm • Sheet 93: Trench detail updated. • Sheet 94: Trench detail updated. Project Manual section 00 00 00 TABLE OF CONTENTS shall be replaced with section 00 00 00 TABLE OF CONTENTS last revised March 4 tl', 2026, attached to this addendum. Revised TABLE OF CONTENTS reflects a modified specification added. 3. Project Manual section 00 11 13 INVITATION TO BIDDERS shall be replaced with section 00 11 13 INVITATION TO BIDDERS last revised February 8"', 2024, attached to this addendum. Revised INVITATION TO BIDDERS reflects an updated General Description of Work. 4. Project Manual section 00 41 00 BID FORM shall be replaced with section 00 41 00 BID FORM, attached to this addendum. Revised BID FORM reflects updated Prequalification Categories. Project Manual section 00 42 43 PROPOSAL FORM shall be replaced with section 00 42 43 PROPOSAL FORM attached to this addendum. Changes include: • Revised Bid Quantity for Unit I Alternative A: 24" Concrete AWWA C303 Water pipe • Added Bid Item for Unit I Alternative A: 24" Concrete AWWA C303 Water pipe (Restrained Joints) • Revised Bid Quantity for Unit 1 Alternative B: 24" DIP Water Pipe • Added Bid Item for Unit I Alternative B: 24" DIP Water Pipe (Restrained Joints) • Revised Bid Item for Unit I Alternative A: From 36" Concrete AWWA C303 Water pipe to 36" Concrete AWWA C303 Water pipe (Restrained Joints) • Revised Bid Item for Unit I Alternative B: From 36" DIP Water Pipe to 36" DIP Water Pipe (Restrained Joints) • Revised Bid Quantity for Unit 1: 16" PVC C905 Water Pipe Conc Pvmt Repair, Residential Conc Pvmt Repair, Arterial/Industrial Temporary Asphalt Paving Repair (2" HMAC on 6" Flexible Base) 6" Conc Curb and Gutter Traffic Control (Install) Cathodic Protection (Construct) • Added Bid Items for Unit 1: 16" PVC C905 Water Pipe (Restrained Joints) Remove Conc. Pvmt CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised February 27, 2026 Addendum - 3 6' Wide Asphalt Pvmt Repair, Residential 6' Wide Asphalt Pvmt Repair, Arterial 2" Surface Milling 2" Asphalt Pvmt Type D 3" Surface Milling 3" Asphalt Pvmt Type D Traffic Control Details Cathodic Protection (Design) • Removed Bid Item for Unit 1: 5' Wide Asphalt Pvmt Repair, Arterial Mobilization • Added Unit cost for Unit 1: Miscellaneous Utility Adjustment (Irrigation) • Revised Bid Quantity for Unit 2: Traffic Control (Install) • Added Bid Items for Unit 2: Remove Conc Curb & Gutter Traffic Control Details • Removed Bid Item for Unit 2: Mobilization 6. Project Manual section 00 42 12 PREQUALIFICATION STATEMENT shall be replaced with section 00 42 12 PREQUALIFICATION STATEMENT, attached to this addendum. Revised PREQUALIFICATION STATEMENT reflects an updated Prequalification. 7. Project Manual section 33 04 12 MAGNESIUM ANODE CATHODIC PROTECTION SYSTEM shall be replaced with section 33 04 12 MAGNESIUM ANODE CATHODIC PROTECTION SYSTEM - Modified, attached to this addendum. 8. Project Clarification The following questions were asked through bonfire. Question I Restrained Joints: There is a note on sheet 5 that says the contractor should furnish and install restrained joints for all 16" and larger pipe, unless otherwise noted. The profiles on the 24" have sections of pipe that call for restrained pipe that add up to 1,925 LF. The 16" profile doesn't call for any restrained joints and neither does the 36". We don't have any bid items for restrained joints. Will all of the 16" & larger pipe on this project be restrained joints? If not, can you provide bid items and quantities for the restrained joint pipe sections? Response 1 Bid items have been updated to include pipe with restrained joints and pipe without in addendum 3 Question 2 Irrigation Adjustment Prebid Total Bid item 87 in unit 1 should have a prebid total amount. Response 2 Unit Cost to be $10, 000 and will be added in addendum 3. Question 3 Temporary asphalt: There will be sections that we would want to put down temporary asphalt because of various different reasons; especially high traffic CITY OF FORT WORTH Water & SS Replacement Contract 2021. WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised February 27, 2026 Addendum - 3 areas like Main St, Northside Dr, the north end of Ellis and Exchange. We wouldn't want to do the permanent trench repair until the line had been tested, and vehicles will need pavement to drive on. The typical 2" asphalt over 6"flex base may not be enough to hold up in these areas either due to the high traffic volume, 4" of asphalt over 6"flex base would be better. We wouldn't need it for the entire line; it would just be for the crossings and would be used for traffic control. Response 3 There is enough quantity in pay item no. 36- 2" HMAC on 6" base to cover the entire project with extra f needed. Question 4 Mill & Overlay: Is Belmont the only street that will get milled and overlayed? Are we just doing permanent trench repairs on the rest of the job? Response 4 All streets impacted will be milled and overlay and the bid item increased to cover limits. Question 5 Pavement repair. • The waterline plan profiles reference sheets 93 & 94, for the trench pavement repair but it is not clear which detail we're supposed to follow. Will all of the trench repair on the 24" line be 11" reinforced concrete with a 4" asphalt overlay? There is no bid item in the proposal to cover that type ofpatch. We only have 4' and 5' wide permanent asphalt, arterial which is for 6" asphalt over an 8" concrete base material with no reinforcement. The 24" waterline trench will be closer to a 7' wide patch, not 5'. We need the item descriptions and quantities to match what we will be installing so that we can accurately bid on this work. If we're going to be installing reinforced concrete under 4" of asphalt in some areas, then the item needs to say something like "7' wide- 11" thick reinforced concrete with 4" asphalt overlay" The plan profiles need to reference specific details so that we can bid and install it correctly. Response 5 Bid items and plans have been updated to reflect the proper trench repair more clearly in addendum 3. Question 6 Cathodic Protection Design: There is no bid item for cathodic protection design and the plans call out test stations and anode beds so we're assuming the soil test and design has already been done. Can you confirm that the contractor will not need to design the cathodic protection system and that we are only bidding the materials and installation for what is called for in the plans? Response 6 Bid item for design has been added and revised current bid item to install. Note to be added in addendum 3 that clarifies the contractor shall acquire soil samples and modify cathodic protection shown in plans as needed based on actual site conditions. Question 7 Is an estimated cost available? Response 7 The anticipated cost should fall between 18 million to 20 million. Question 8 We have worked in Main St multiple times over the last few years and have never had any issues with TxDOT. We just dealt directly with the City's traffic department and I don't think TxDOT was very involved in how we handled the traffic since the city maintains it. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised February 27, 2026 Addendum - 3 Response 8 Main street is considered business 287 and controlled by TxDOT, TxDOT permit is required. Question 9 Work Hours- Note 4 on sheet 53 states that N. Main St will have work hours from 9:00 am to 4: 00 pm, which is unreasonable. The TCP will remain in place 24/7 so there is no reason we couldn't work behind the barricades within the normal working hours 7am-6pm. By including work hours you're basically cutting production in half which drives up the cost of the project exponentially. I do not disagree Response 9 Work hours changed to 7am-6pm Question 10 Traffic Control- The traffic control plans included in the plans (sheets 64-74) will not work, they create major safety concerns and limit production. On N. Main, they're showing us working in one lane which is impossible, the 24" waterline is 10' deep we would have no room for staging or equipment and we could not safely run traffic we will need 1/2 of the roadway and cars will have to be 1 lane each direction on the opposite side of us. Ellis ave has barely any traffic and should be closed to through traffic, they're showing us leaving the roadway open and putting out barrels to maintain two way traffic which creates the same problem as main street, we have no room to work and it creates safety concerns. We cannot bid on the project the way it is now. Response 10 Ellis Avenue is wide enough to construct without a closure and must maintain 2 - way traffic, but temporaiy flagging is allowed. TCP on Main Street provides a fill lane width and parallel parking lanes for construction activities. Bid item for design of TCP added to allow for contractors to propose and design preferred TCP. TCP changes made for Main Street are required to be submitted and approved by TxDOT. No Additional construction days will be provided for this process. Question 11 Plan holders list or Pre bid sign in sheet - Do you have a plan holder's list or pre bid sign in sheet you can share? Response 11 No attendance at the pre bid meeting, Plan holder's list is provided. Question 12 Polymer Concrete Manholes - Would the City approve Armorock polymer concrete as an alternate bid option for manholes specified with corrosion protection requirements? Response 12 No, this project does not have enough manholes to justify use ofproduct. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised February• 27, 2026 Addendum - 3 This Addendum No. 3 forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Project Manual & Contract Documents of the same. Acknowledge your receipt of Addendum No. 3 by completing the requested information at the following locations: (1) In the space provided in Section 00 41 00, Bid Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 3" A signed copy of Addendum No. 3 should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of Addendum No. 3 could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. Addendum No. 3 RECEIPT ACKNOWLEDGEMENT: By: Company: p y -.- l C C4 M.� Address: .52'a C2 �a�.�e►// City: /2 4-'i' State: Chris Harder P.E. Director, Water Dept. By: '� C1 Ton Sholola, P.E. ►'� - Assistant Director, Water Dept. END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised February 27, 2026 Addendum - 3 FORT WORTH® City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 00 05 10 Mayor and Council Communication 07/01/2011 00 05 15 Addenda 07/01/2011 00 1113 Invitation to Bidders 02/08/2024 00 2113 Instructions to Bidders 09/01/2025 00 35 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 00 45 11 Bidders Prequalifications 08/13/2021 00 45 12 Prequalification Statement 09/30/2021 00 45 13 Pre ualification Application 06/13/2025 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 41 Small Business Goal 9/01/2025 00 52 43 Agreement 9/19/2025 00 6113 Performance Bond 12/08/2023 00 61 14 Payment Bond 12/08/2023 0061 19 Maintenance Bond 9/19/2025 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 09/01/2025 00 73 00 Supplementary Conditions 9/19/2025 Division 01- General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 29 75 Materials On Hand 9/19/2025 01 3119 Preconstruction Meeting 09/01/2025 01 31 20 Project Meetings s 07/01/2011 01 32 16 Construction Schedule 10/06/2023 01 32 33 Preconstruction Video 07/01/2011 01 33 00 Submittals 12/20/2012 01 35 13 Special Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 50 00 Temporary Facilities and Controls 09/19/2025 01 55 26 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Signage e 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 01 78 23 Operation and Maintenance Data 12/20/2012 01 78 39 Project Record Documents 07/01/2011 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 33 - Utilities 33 04 12 Magnesium Anode Cathodic Protection System - Modified 03/03/2026 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/Prof ectResources/ Division 02 - Existing Conditions Last Revised 02 41 13 Selective Site Demolition 03/11/2022 02 4114 Utility Removal/Abandonment 12/20/2012 02 4115 Paving Removal 02/02/2016 Division 03 - Concrete 03-30-00 Cast In Place Concrete 06no 25 03 34 13 Controlled Low Strength Material (CLSM) 03/07/2025 34 16 Concrete Base Material for Trench Repair 12/20/2012 X03 03--80-09 Modifications to Existing Concrete Structures 12,'20,'2012 Division 26 - Electrical Division 31- Earthwork 31 00-09 Site Clearing 03/o�z 31 23 16 Unclassified Excavation 0/2v1T-28/2013 3133 Bo ow 01 �7v 4-z8/201i3✓ 31 21-00 i is 01/28,'2013 31 25 00 Erosion and Sediment Control 04/29/2021 34 36-00 Gi bions 1 2 ��1zz 20/2012 31 37 0 Riprap 121 M2 Division 32 - Exterior Improvements 32 0117 Permanent Asphalt Paving Repair 12/20/2012 32 0118 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 06/13/2025 17 11 23 Flexible Base Courses 17'20/ 2 32 11 29 �rtrrrvraozz Lime Treated Base Courses 12�20�2012 33 32 11 �� Cement Treated Base Courses 0 6/10/2022 z CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 32 12 16 Asphalt Paving 6/07/2024 2'i 12 73 Asphalt Paving Crack Sealants 12,'20120 12 32 13 13 Concrete Paving 06/13/2025 32 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 12/09/2022 �13 X 7 73 Concrete Paving Joint Sealants ,2�zr20/2012 32 14 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 32 17 23 Pavement Markings 06/10/2022 32 17 25 Curb Address Painting 11/04;'2013 32 3113 Chain Fences and Gates 12/20/2012 32 31 26 Wife Fences and Gates 12�2 0-rt0/2012 32 31 29 Wood Fences and Gates 12/20/2012 32 32 Cast in Place Concrete Retang Walls 06/05/2018 32 9119 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 32 92 13 Sodding 05/13/2021 32 92 11 Non Native Seeding 05,' 13/2021 32 92 15 �� 1n'06i2023 rvrvvrtvz� 32 93 3 Trees and Sbs 2 /zzr20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 01 31 Closed Circuit Television (CCTV) Inspection — Sanitary Sewer 03/11/2022 33 01 32 12/08/2023 33 03 nv Bypass Pumping of Existing Sewer Systems , 7'7rsr20ii012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 04 11 Corrosion Control Test Stations 12/20/2012 33 04 Magnesium Pode Cathodic Protection System r 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 of Pipes 03/11/2022 33 05 10 Utility Trench Excavation, Embedment, and Backfill 06/13/2025 33 05 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings s 09/09/2022 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 03/11/2022 33 05 16 Concrete Water Vaults 12/20/2012 33 05 17 Concrete Collars 03/11/2022 33 05 20 Auger Borin 12/20/2012 33 05 21 Tunnel Liner Plate 12/20/2012 33 05 22 Steel Casing Pipe 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 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/09/2022 33 11 11 Ductile Iron Fittings 09/20/2017 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 09/09/2022 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 03/07/2025 33 1111 Buried Steel Pipe and Fittings 12,'2012012 33 12 10 Water Services 1 -inch to 2 -inch 02/14/2017 33 12 1 1 Large Water Meters 1 2zz 20/20 12 33 12 20 Resilient Seated Gate Valve 05/06/2015 33 12 21 0404 /2�9 33 12 25 Connection to Existing Water Mains 02/06/2013 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 12 40 Fire Hydrants 01/03/2014 33 12 50 Water Sample Stations 1 2��liz 20,zvi2 33 12 60 Standard Blow -off Valve Assembly 06/19/2013 33 3112Cured12/�lr QOa 2012 33 3113 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/ QO/2012 32 3115Polyethylenefor0nio 19 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 09/09/2022 Polyvinyl Profile Chloride (PVC) Closed Gravity Sanitary Sewer 33 11 171 /7zzrcv oz2 3 Z�2 Sanitary Sewer Slip Lining 12,'20/2012 3 Z�3 Sanitary Sewer Pipe Enlargement 1 2 /7zzr20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 22 31 0 Combination Air Valve for Sanitary Sewer Force Mains 121 /2 33 39 10 Cast -in -Place Concrete Manholes 12/13/2024 33 39 20 Precast Concrete Manholes 12/13/2024 33 39 Fiberglass Manholes 12/1�r13/2024 33 39 10 Wastewater Access Chamber (WAC) C) 12i' 12 33 39 60 Liners for Sanitary Sewer Structures 04/29/2021 33 1110Concrete07/011 2'2 4111 enepeorm12/20/2012 32 4112Polyethylenepe11/13,'2015 33 1113 Polypropylene Pipe for Storm Drain 06/10,'2022 33-3-- 4.6 00 Subdrainage 1 2 /iz 20/2012 33 46 01 Slotted Storm Drains 07,'01/2011 12 46 02 Trench Drains 07/01/2011 32 4-400 Cast in Place Manholes and Junction Boxes 11 7/14 33-3-19 20 Curb and Drop Inlets 03,'11,'2022 33 19 49 Storm Drainage Headwalls and Wingwalls 07ino 1 z Division 34 - Transportation 30 1110 Traffic 1' 03/11/2022 311110.01 Attachment A Controller ' Cabinet 12/18/2015 . 34 4110.02 Attaclent B Cono1ler Specification 02/20 12 34 ^0? 02 3 ^ter Temporary Traffic Signals 1 11 1 /23 3n3 Removing Traffic Signals 03/1z 31 11 20 Roadway Illumination Assemblies 12/20/2012 m 34 41 20.01Arterial LED Roadway Luminaires 06/15/2015 34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015 34 41 20.03 Residential LED Roadway Luminafres 06/15/2015 344130 11,'12,'2013 Tw CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 19, 2025 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 6 34 41 50 Single Mode File,- Optic Cable 02/26/2016 34 7113 Traffic Control 03/22/2021 Appendix GC -4.02 Subsurface and Physical Conditions GC -4.04 Underground Facilities GC -6.06.D Small Business Utilization Form GC -6.07 Wage Rates GC -6.09 Permits and Utilities GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 19, 2025 00 11 13 INVITATION TO BIDDERS Page 1 of 4 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of Water & Sanitary Sewer Replacement Contract 2021, WSM-E ("Project") will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project until 2:00 P.M. CST, Thursday, March 19, 2026. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST at New City Hall (NCH); Room MZ10_12, 100 Fort Worth Trail, Fort Worth, TX 76102. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non -responsive. No late bids/proposals shall be accepted. Bids delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 2 of 4 Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Water: Alternate A: 2,436 LF 24" Concrete AWWA C303 Water Pipe 1,925 LF 24" Concrete AWWA C303 Water Pipe (Restrained Joints) 91 LF 36" Concrete AWWA C303 Water Pipe (Restrained Joints) 1 LS C303 Fittings Alternate B: 2,436 LF 24" DIP Water 1,925 LF 24" DIP Water (Restrained Joints) 91 LF 36" DIP Water 15 TON Ductile Iron Water Fittings w/ Restraint Base Bid: 222 LF 16" PVC Water Pipe 120 LF 16" PVC Water Pipe (Restrained Joints) 2,568 LF 12" PVC Water Pipe (DR -14) 6,301 LF 8" PVC Water Pipe (DR -14) 6 EA 24" Gate Valve w/ Vault 76 LF 48" Casing By Other Than Open Cut 1 LS Cathodic Protection (Design) 1 LS Cathodic Protection (Construction) 3,461 LF 6' Wide Asphalt Pvmt Repair, Residential 9,850 LF 4' Wide Asphalt Pvmt Repair, Arterial 14,956 SY Conc. Pvmt Repair, Residential 5,386 SY Conc. Pvmt Repair, Arterial 33 Ton Ductile Iron Water Fittings w/Restraint 118 EA 1" Water Service 36,101 SY 2" Surface Milling 36,101 SY 2" Asphalt Pvmt Type D 9,836 SY 3" Surface Milling 9,836 SY 3" Asphalt Pvmt Type D Sewer: 1,989 LF 8" Sewer Pipe PVC (SDR-26) w/acceptable backfill 101 LF 8" Sewer Carrier Pipe (DI) by Hand Tunnel 13 EA 4' Manhole 101 LF 48" Tunnel Liner Plate By Hand Tunnel 2,344 LF 4' Wide Asphalt Pvmt Repair, Arterial 524 SY Conc. Pvmt Repair, Residential 37 VF Liner — 4' Sewer MH (Warren or Chesterton Coating) CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 3 of 4 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://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=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: December 18, 2025 TIME: 11:00 AM Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. 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 December 10, 2025 December 17, 2025 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 4 of 4 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised 2/08/24 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 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: Water & Sanitary Sewer Replacement Contract 2021, WSM-E City Project No.: 103751 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 41 00 Bid Proposal Workbook - Addendum 3 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 and Renewal, 36 -inches and smaller b. Auger Bore or Hand Tunnel, 48 -inch diamater and smaller c. Sewer Collection System, Urban/Renewal, 8 -inches and smaller d. Sanitary Sewer Manhole/Structure Interior Lining (Warren or Chesterton) e. Asphalt Paving Construction/Reconstruction, (15,000 Square Yards and Greater) f. Concrete Paving Construction/Reconstruction (15,000 Square Yards and Greater) g. - h. - 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 850 Cal days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. C. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. Small Business Forms (required at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 41 00 Bid Proposal Workbook - Addendum 3 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 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 $1,040,000.00 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 41 00 Bid Proposal Workbook - Addendum 3 00 42 43 BID PROPOSAL Page I of SECTION 00 42 43 PROPOSAL FORM 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 ]a* 3311.068124" Concrete AWWA C303 Water Pipe 331113 LF 2,436 $0.00 lb* 3311.065124" DIP Water 33 11 10 LF 2 436 $0.00 2a* 3311.0684 24" Concrete AWWA C303 Water Pipe (Restrained Joints) 33 11 13 LF 1,925 $0.00 2b* 3311.0654 24" DIP Water (Restrained Joints) 33 11 10 LF 1 925 $0.00 3a* 3311.0874 36" Concrete AWWA C303 Water Pipe (Restrained Joints) 33 11 13 LF 91 $0.00 3b* 3311.0854 36" DIP Water (Restrained Joints) 33 11 10 LF 91 $0.00 4a* 3311.0021 C303 Fittings 34 11 l3 LS 1 $0.00 4b* 3311.0001 Ductile Iron Water Fittings w/ Restraint 35 11 11 TON 15 $0.00 *Contractor to provide Unit Price/Bid for only one of the pipe material alternatives for items 1, 2, 3 and 4. DO NOT PROVIDE UNIT PRICE/BID FOR R EACH ALTERNATIVE. 5 3305.2007 24" Water Carrier Pipe 33 05 24 LF 76 $0.00 6 3311.0561 16" PVC C905 Water Pipe 33 11 12 LF 222 $0.00 7 3311.0564 16" PVC C905 Water Pipe (Restrained Joints) 33 11 12 LF 120 $0.00 9 3311.0554 16" DIP Water (Restrained Joints) 33 11 10 LF 59 $0.00 9 3311.0461 12" PVC Water Pie DR -14 341112 LF 2 568 $0.00 10 3311.0261 8" PVC Water Pipe (DR -14) 33 11 12 LF 6,301 $0.00 11 3305.2002 8" Water Carrier Pipe (DI) 33 05 24 LF 26 $0.00 12 3311.0161 6" PVC Water Pipe (DR -14) 34 11 12 LF 219 $0.00 13 3305.1003 20" Casing By Open Cut 33 05 22 LF 26 $0.00 14 3305.1108 48" Casing By Other Than Open Cut 33 05 22 LF 76 $0.00 15 3312.3008 24" Gate Valve w/ Vault 33 1220 EA 6 $0.00 16 3312.3006 16" Gate Valve w/ Vault 33 1220 EA 3 $0.00 17 3312.3005 12" Gate Valve 33 1220 EA 9 $0.00 18 3312.3003 8" Gate Valve 33 1220 EA 30 $0.00 19 3312.3002 6" Gate Valve 33 12 20 EA 15 $0.00 20 3312.6003 8" Blow Off Valve 34 12 60 EA 4 $0.00 21 3312.1002 2" Combination Air Valve Assembl for Water wNault 33 12 30 EA 2 $0.00 22 3332.1004 4" Combination Air Valve Assembly for Water w/Vault 33 12 30 EA 4 $0.00 23 3312.0001 Fire Hydrant and Extension 33 12 40 EA 14 $0.00 24 3305.0005 12" Waterline Lowering 3305 12 EA 5 $0.00 25 3305.0003 8" Waterline Lowering 33 05 12 EA 4 $0.00 26 3304.0002 Cathodic Protection (Design) 33 04 12 LS 1 _ _ $0.00 _ $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 _ $0.00 $0.00 _ $0.00 _ $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 27 3304.0002 Cathodic Protection (Construction) 33 04 12 LS 1 28 3201.0113 6' Wide Asphalt Pvmt Repair, Residential 32 01 17 LF 3,461 29 3201.0123 ' Wide As halt Pvmt Re air Arterial 3201 17 LF 994 30 3201.0121 4' Wide Asphalt Pvnnt Repair, Arterial 3201 17 LF 9,850 31 3201.0202 Asphalt Pvmt Repair Beyond Defined Width, Arterial 33 01 17 SY 1,431 32 0241.1000 Remove Conc Pvmt 0241 14 SY 18,781 33 3201.0614 Cone Pvmt Re air Residential 32 01 29 SY 14 956 34 3201.0616 Conc Pvmt Repair, Arterial/Industrial 32 01 29 SY 5,386 35 3216.0302 11" Conc Valley Gutter. Arterial/Industrial 32 16 13 SY 58 36 3201.0400 Temporary Asphalt Pavin Re air (2" I11vlAC on 6" Flexible Base) 3201 18 LF 2,500 37 0241.1506 2" SurfaceMilling 0241 15 SY 36 101 38 3212.0301 2" Asphalt Pvmt Type D 32 12 16 SY 36,101 39 0241.1507 3" Surface Milling 0241 15 SY 9 836 40 3212.0302 3" Asphalt Pvmt Type D 3212 16 SY 9,836 41 3213.0403 8" Concrete Driveway 32 1320 SF 90 42 3214.0200 Brick Pvmt Repair 32 14 16 SY 100 43 0241.1300 Remove Conc Curb&Gutter 0241 14 LF 538 44 3216.0101 6" Cone Curb and Gutter 32 16 13 LF 1,111 45 3217.0101 6" SLD Pvmt Marking HAS (W) 32 1723 LF 300 46 3217.0102 6" SLD Pvmt Marking HAS (Y) 32 17 23 LF 410 47 3217.0301 12" SLD Pvmt Markin HAE W 32 17 23 LF 60 $0.00 48 3217.0501 24" SLD Pvmt Markin HAE (W) 32 17 23 LF 162 $0.00 49 3217.0502 Preformed Thermoplastic Contrast Markings - 24" Crosswalk 32 1723 LF 65 $0.00 50 3217.2001 Raised Marker TY W 32 17 23 EA 10 $0.00 51 3217.2002 Raised Marker TY Y 32 17 23 EA 20 $0.00 52 3305.0109 Trench Safety 33 05 10 LF 14,789 $0.00 53 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 21 $0.00 54 3312.2204 2" Private Water Service 33 12 10 LF 24 $0.00 55 3312.2201 2" Water Service, Meter Reconnection 33 12 10 EA 11 $0.00 56 3312.2203 2" Water Service 33 12 10 EA 12 $0.00 57 3312.2104 1 1/2" Private Water Service 33 12 10 LF 8 $0.00 58 3312.2101 1 1/2" Water Service, Meter Reconnection 33 12 10 EA 4 $0.00 59 3312.2103 1 1/2" Water Service 33 12 10 EA 4 $0.00 60 3312.2004 1" Private Water Service 33 12 10 LF 236 $0.00 61 3312.2001 1" Water Service, Meter Reconnection 33 12 10 EA 97 $0.00 62 3312.2003 1" Water Service 33 12 10 EA 118 $0.00 63 3312.0108 Connection to Existin 24" Water Main 33 12 25 EA 1 $0.00 64 3312.0106 Connection to Existing 16" Water Main 33 1225 EA 1 $0.00 65 3312.0117 Connection to Existin 4"-12" Water Main 33 12 25 EA 31 $0.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00 41 00 Bid Proposal Workbook Adde"dam 3 Revised 9/30/2021 00 42 43 BID PROPOSAL Page 2 of SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 1 - Water Improvements Bidhst Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 66 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 200 $0.00 67 3305.0203 Imported Embedment/Backfill, CLSM 33 05 10 CY 200 $0.00 68 3305.0204 Imported Embedment/Backfill, Crushed Rock 33 05 10 CY 200 $0.00 69 3305.0207 Imported Embedment/Backfill, Select Fill 33 05 10 CY 200 $0.00 70 3291.0100 Topsoil 3291 19 CY 6 $0.00 71 3292.0100 Block Sod Placement 3292 13 SY 50 $0.00 72 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 10 $0.00 73 3304.0 101 Temporary Water Services 33 0430 LS 1 $0.00 74 0241.1109 24" Pressure Plug 0241 14 EA 1 $0.00 75 0241.1111 36" Pressure Plug 0241 14 EA 2 $0.00 76 0241.1001 Water Line Grouting 0241 14 CY 25 $0.00 77 0241.1218 4"-12" Water Abandonment Plug 0241 14 EA 40 $0.00 78 0241.1302 Remove 6" Water Valve & Salvage 0241 14 EA 16 $0.00 79 0241.1303 Remove 8" Water Valve & Salvage 0241 14 EA 7 $0.00 80 0241.1304 Remove 10" Water Valve& Salvage 0241 14 EA 4 $0.00 81 0241.1305 Remove 12" Water Valve & Salvage 0241 14 EA 14 $0.00 82 0241.1352 Remove 18" Water Valve & Salvage 0241 14 EA 1 $0.00 83 0241.1602 Remove Concrete Water Vault 02 41 14 EA 1 $0.00 84 0241.1510 Remove Fire H drant & Salvage 0241 14 EA 14 $0.00 85 3213.0301 4" Cone Sidewalk 32 1320 SF 300 $0.00 86 0241.0100 Remove Sidewalk 0241 13 SF 300 $0.00 $0.00 $0.00 $0.00 $0.00 87 3471.0001 Traffic Control (Install) 34 71 13 MO 24 88 3471.0003 Traffic Control Details 3471 13 EA 1 89 3125.0101 SWPPP ≥ 1 acre 31 25 00 LS 1 90 0171.0101 Construction Staking 01 71 23 LS 1 91 0171.0102 As -Built Survey(Redline) 01 71 23 LS 1 $0.00 92 3305.0110 Utility Markers 33 05 26 LS 1 $0.00 93 3305.0111 Valve Box Adjustment w/ Concrete Collar 33 05 14 EA 63 $0.00 $0.00 $0.00 $150,000.00 $10,000.00 94 3305.0107 Manhole Adjustment, Minor 3405 14 EA 15 95 0170.0101 Specified Remobilization 01 70 00 EA 5 96 9999.0001 Construction Allowance (Water) 01 71 23 LS 1 $150,000.00 $10,000.00 97 9999.0002 Miscellaneous Utility Adjustment (Irrigation) LS 1 Sub -Total Unit 1 - Water Improvements $160,000.00 Unit 2 - Sanitary Sewer Improvements Bidlist Item No. Description Specification Section Na. Unit of Measure Bid Quantity Unit Price Bid Value 1 3331.4115 8" Sewer Pipe PVC (SDR-26) w/ acceptable backfill 33 1110, LF .........L2 $0.00 2 3331.4120 8" DIP Sewer Pipe, CSS Backfill 33 11 10 LF 85 $0.00 3 3305.3002 8" Sewer Carrier Pipe DI Hand Tunnel 33 11 10 LF 102 $0.00 $0.00 $0.00 $0.00 4 3305.1303 48" Tunnel Liner Plate By Other Than Open Cut 33 05 21 LF 102 5 3331.3101 4" Sewer Service w/ 2 -way cleanout 33 31 50 EA 26 6 3331.3105 4" Private Sewer Service 3331 50 LF 170 7 3331.3201 6" Sewer Service 33 31 50 EA 1 $0.00 8 3339.1001 4' Manhole 33 39 10, EA 13 $0.00 9 3339.1002 4' Drop Manhole 3339 10 EA 1 $0.00 10 3339.1003 4' Extra Depth Manhole 33 39 10, VF 10 $0.00 11 3339.0003 Liner - 4' Sewer MH (Warren or Chesterton) 33 39 60 VF 37 $0.00 12 0241.1506 2" Surface Milling 02 41 15 SY 450 $0.00 13 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 450 $0.00 14 3216.0101 6" Cone Curb and Gutter 32 16 13 LF 205 $0.00 15 3213.0301 4" Cone Sidewalk 32 1320 SF 50 $0.00 16 3201.0112 5' Wide Asphalt Pvmt Repair, Residential w/ 2:27 Conc Base 32 01 17 LF 152 $0.00 17 3201.0121 4' Wide As halt Pvmt Re air Arterial 3201 17 LF 2 344 $0.00 18 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 32 01 17 SY 13 $0.00 19 3201.0202 Asphalt Pvmt Repair Beyond Defined Width, Arterial 33 0117 SY 352 $0.00 20 3201.0400 Temporary Asphalt Paving Repair (2" HMAC 011 6" Flexible Base) 32 01 18 LF 526 $0.00 21 3213.0400 5" Concrete Driveway 32 13 20 SF 100 $0.00 22 3213.0403 8" Concrete Driveway 32 1320 SF 50 $0.00 23 3201.0614 Cone Pvmt Repair, Residential 32 01 29 SY 691 $0.00 24 3301.0001 Pre -CCTV Inspection 3301 31 LF 1,151 $0.00 25 3301.0002 Post -CCTV Inspection 3301 31 LF 2 176 $0.00 26 3301.0003 Final -CCTV Inspection 33 01 31 LF 2,176 $0.00 27 3301.0004 Final MH-CCTV Inspection 3301 31 EA 14 $0.00 28 3301.0101 Manhole Vacuum Testing 3301 30 EA 14 $0.00 29 3305.0109 TrenchSafety 33 05 10 LF 2 074 $0.00 30 3305.0112 Concrete Collar 3305 17 EA 11 $0.00 31 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 185 $0.00 32 3305.0203 Imported Embedment/Backfill, CLSM 33 05 10 CY 135 $0.00 33 3305.0204 Imported Embedment/Backfill, Crushed Rock 33 05 10 CY 135 $0.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00 41 00 Bid Proposal Workbcwk Addendum 3 Revised 9/30/2021 00 42 43 BID PROPOSAL Page 3 of SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 2 - Sanitary Sewer Improvements Bidlist Item No. Description Specification SecfionNo. Unit of Measure Bid Quantity Unit Price Bid Value 34 3305.0207 Imported Embedment/Backfill, Select Fill 33 05 10 CY 135 $0.00 35 3291.0100 Topsoil 32 91 19 CY 9 $0.00 36 3292.0100 Block Sod Placement 3292 13 SY 80 $0.00 37 3292.0400 Seeding, Hydromulch 3292 13 SY 329 $0.00 38 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 39 3471.0001 Traffic Control (Install) 34 71 13 MO 5 40 3471.0003 Traffic Control Details 34 71 13 EA 1 41 3125.0101 SWPPP ≥ 1 acre 31 25 00 LS 1 42 0241.1300 Remove Cone Curb&Gutter 02 41 14 LF 205 43 0241.2001 Sanitary SanitaryLineGroutmg 0241 14 CY 29 44 0241.2108 18" SewerAbaetdonmentPlug 0241 14 EA 6 45 0241.5001 Abandon Manhole 0241 14 EA 1 46 0241.0500 Remove Fence 0241 13 LF 142 $0.00 47 3231.0113 6' Chain Link, Steel 32 3113 LF 10 $0.00 48 3231.0412 6' Fences, Wood 32 31 29 LF 40 $0.00 49 3231.01314'Wroughtlron Fence 32 31 13 LF 63 $0.00 50 3231.0133 6' Wrought Iron Fence 32 31 13 LF 9 $0.00 51 3110.0102 6"-12" Tree Removal 31 10 00 EA 7 $0.00 52 3110.0103 12"-18" Tree Removal 31 10 00 EA 1 $0.00 53 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 13 $0.00 54 0171.0101 Construction Staking 01 71 23 LS 1 $0.00 55 0171.0102 As -Built Survey (Redline) 01 7123 LS 1 $0.00 56 3305.0110 Utility Markers 33 05 26 LS 1 $0.00 57 3305.0107 Manhole Adjustment, Minor 3405 14 EA 14 $0.00 58 0170.0101 Specified Remobilization 01 7000 EA 5 $100,000.00 $0.00 59 9999.0002 Construction Allowance (Sewer) 01 71 23 LS 1 $100,000.00 60 9999.0003 Masonry Fence LF 20 $0.00 61 9999.0004 Tree Protection 31 10 00 EA 1 $0.00 62 9999.0005 Temp Fence LS 1 $0.00 Sub -Total Unit 2 - Sanitary Sewer Improvements $100,000.00 Bid Summary Unit 1: Water Improvements $160,000.00 Unit 2: Sanitary Sewer Improvements $100,000.00 Total Unit (1 + Unit 2) $260,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00 41 00 Bid Proposal Workb-k Addevdum 3 Revised 9/30/2021 0045 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, Urban and Renewal, 36 -inches and smaller Auger Bore or Hand Tunnel, 48 -inch diamater and smaller Sewer Collection System, Urban/Renewal, 8 -inches and smaller Sanitary Sewer Manhole/Structure Interior Lining (Warren or Chesterton) Asphalt Having Construction/Reconstruction, (15,000 Square Yards and The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: 0 By: 0 0 0 (Signature) 0 Title: 0 Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 09/30/2021 00 41 00 Bid Proposal Workbook - Addendum 3 33 04 12- 1 MAGNESIUM ANODE CATHODIC PROTECTION Page 1 of 10 PART 1- GENERAL A. Section Includes: 1. Requirements for Cathodic Protection Systems on concrete cylinder pipes, carbon steel pipes and ductile iron pipes using Magnesium Anodes 2. The Cathodic Protection System shall include, but not be limited to the following: a. Materials and installation b. Post -installation survey c. Final Report to include recommendations B. Deviations from this City of Fort Worth Standard Specification 1. Added 1.2.A.3.1 Cathodic Protection design plan 2. Added 1.5.C Cathodic Protection design plan submittal prior to construction A. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Divisionl — General Requirements 3. Section 33 05 26 — Utility Markers/Locators 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measure a. Measurement for this Item shall be by lump sum. 2. Payment: a. The work performed and materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Cathodic Protection" for each material of utility pipe bid. 3. The price bid shall include: a. Mobilization b. Anode groundbeds c. Anode test stations d. Excavation e. Furnishing, placement, and compaction of backfill f. Field welding g. Connections h. Adjustments i. Testing j. Clean-up k. Start-up/Commissioning 1. Cathodic Protection design plan 1.3 REFERENCES Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 Addendum -3 330412-2 MAGNESIUM ANODE CATHODIC PROTECTION Page 2 of 10 A. Abbreviations and Acronyms 1. AWG: American Wire Gauge 2. CSE: Copper/Copper Sulfate Reference Electrode 3. HMWPE: High Molecular Weight Polyethylene B. Definitions 1. Anode: The electrode of an electrochemical cell at which oxidation occurs. 2. Cable/Wire: One conductor or multiple conductors insulated from one another. 3. Cathode: The electrode of an electrochemical cell at which reduction is the principal reaction. 4. Cathodic Polarization: The change of electrode potential in the negative direction caused by direct current (DC) flow across the electrode/electrolyte interface. 5. Cathodic Protection: A technique used to reduce the corrosion of a metal surface by making that surface the cathode of an electrochemical cell. 6. Corrosion: Degradation of a material, usually a metal, that results from a reaction with its environment. 7. Corrosion Control Engineer: NACE certified, licensed engineer in the state of Texas, employed by a Corrosion Engineering Finn. 8. Corrosion Engineering Firm: Engineering firm in charge of the corrosion protection design on behalf of the Contractor. 9. Criterion: Standard for assessment of the effectiveness of a Cathodic Protection System. 10. Current: Flow of electric charge. 11. Electrode: A conductor used to establish contact with an electrolyte and through which current is transferred to or from an electrolyte. 12. Electrolyte: A chemical substance containing ions that migrate in an electric field (i.e., soil or water). 13. Foreign Structure: Any metallic structure that is not intended as a part of a system under Cathodic Protection. 14. Galvanic Anode: A metal that provides sacrificial protection to another metal that is less active (more noble) when electrically coupled in an electrolyte. 15. Interference: Any electrical disturbance on a metallic structure as a result of stray current. 16. Pipe -to -Electrolyte Potential: The potential difference between the pipe and the electrolyte that is measured with reference to an electrode in contact with the electrolyte. 17. Polarized Potential: The potential across the structure/electrolyte interface that is the sum of the free corrosion potential and the cathodic polarization 18. Reference Electrode: An electrode whose open -circuit potential is constant under similar conditions of measurement and is used to measure the relative potentials of other electrodes 19. Stray Current: Current flow through paths other than the intended circuit. 20. Voltage: Electromotive force or difference in electrode potential expressed in volts. C. Reference Standards 1. NACE International (NACE). Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 Addendum - 3 330412-3 MAGNESIUM ANODE CATHODIC PROTECTION Page 3 of 10 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] [F YI , aIWII\M A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. C. Cathodic Protection design plan submittal shall be approved by the City prior to commencement of the water pipeline installation. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Submit product data for all components of the Cathodic Protection System. Data submitted shall include: a. Anodes b. Anode Test Stations c. Wiring d. Splicing Materials e. Thermite Weld Materials f. Weld Coatings 1.7 CLOSEOUT SUBMITTALS A. The results of all testing procedures shall be submitted to the Engineer or the City for review and approval. Testing information required includes: 1. Anode groundbed current outputs 2. Pipe -to -soil potentials 3. Results of interference testing 4. Results of electrical isolation joint tests 5. Operating and maintenance instructions B. Results of all testing are to be submitted to Owner for inclusion in the O&M manual. C. Provide written documentation from the Corrosion Control Engineer of any deficiencies discovered during the post installation inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Cathodic Protection installer shall show adequate documented experience in the type of Cathodic Protection work required for the project. B. Certifications 1. The Contractor shall, upon request by City, furnish manufacturer's certified test reports that indicate that anodes meet Specifications and that all tests have been performed in accordance with the applicable standards. 1.10 DELIVERY, STORAGE, AND HANDLING A. Delivery of Cathodic Protection materials shall be coordinated by the Contractor. B. Storage and Handling Requirements Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 Addendum - 3 330412-4 MAGNESIUM ANODE CATHODIC PROTECTION Page 4 of 10 1. Secure and maintain a location to store the material in accordance with Section 01 66 00. C. Packaging Waste Management 1. Dispose of anode and thermite weld material packaging properly and remove from the job site after installation is complete. 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. Sacrificial Anodes - Magnesium 1. Magnesium Anodes a. Use high potential prepackaged Magnesium Anodes. b. The metallurgical composition of the Magnesium Anodes shall conform to the following: Element Content (%) Al 0.01 Mn 0.50 to 1.30 Cu 0.02 Maximum Ni 0.001 Maximum Fe 0.03 Maximum Other 0.05 Each or 0.3 Maximum (Total) Magnesium Remainder 2. Magnesium Anode Current Capacity a. Magnesium Anodes require a current capacity of no less than 500 amp -hours per pound of magnesium. 3. Anode Backfill Material a. Use chemical backfill material around all galvanic anodes. b. Backfill provides a reduced contact resistance to earth, provides a uniform environment surrounding the anode, retains moisture around the anode and prevents passivation of the anode. c. All galvanic anodes shall come prepackaged in a backfill material conforming to the following composition: 1) Ground hydrated gypsum: 75 percent 2) Powdered bentonite: 20 percent 3) Anhydrous sodium sulfate: 5 percent 4) Have a grain size backfill such that 100 percent is capable of passing through a 20 -mesh screen and 50 percent is retained by a 100 -mesh screen. d. Completely surround the anode with the backfill mixture within a cotton bag. e. For cast magnesium ingots, the required weight of backfill shall be as follows: Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 Addendum - 3 330412-5 MAGNESIUM ANODE CATHODIC PROTECTION Page 5 of 10 Anode Weight (Pounds) Backfill Weight (Pounds) Total Weight (Pounds) 17 44 61 20 50 70 32 58 90 40 65 105 48 48 96 60 70 130 4. Anode Lead Wires a. For the lead wire for the Magnesium Anodes, use a 10 -foot length of No. 12 AWG solid copper wire equipped with TW of THW insulation. 5. Lead Wire Connection to Magnesium Anode a. Cast Magnesium Anodes with a 20 gauge galvanized steel core. b. Extend 1 end of the core beyond the anode for the lead wire connection. c. Silver -solder the lead wire to the core and fully insulate the connection. B. Splicing Tape 1. Tape used for covering anode lead wire to anode header cable connections shall be 2 layers of Scotch 130C rubber splicing tape, then 2 layers of Scotch 88 vinyl electrical tape as manufactured by 3M Scotch, or approved equal. 2. Taped splices shall be covered with a coating of 3M Scotchkote electrical coating, or approved equal. C. Crimping Lugs 1. Crimping lugs used to connect the anode lead wire to anode header cable shall be copper compression crimpit Catalog No. YC 10C10 10 as manufactured by Burndy, or approved equal. D. Anode Header Cable 1. Anode header cables routed between the anode groundbed and the test stations shall be #10 AWG stranded copper conductors with type HMWPE insulation (black). E. Anode Test Stations 1. Test stations shall consist of test wires, a terminal head and a traffic box as shown on the Drawings. 2. The terminal box shall be a 7 terminal NM -7 with cast iron lockable lid as manufactured by CP Test Services, or approved equal. 3. The Precast Concrete traffic box shall be a 10.25 -inch diameter 3-RT with a cast iron cover marked "CP Test" as manufactured by Brooks Products, Inc, or approved equal. 4. If the area is not paved, the test station shall be installed in a 24 -inch x 24 -inch x 6 - inch square concrete pad. 5. Install a marker sign adjacent to all flush -mounted test stations. F. Shunt 1. Monitoring shunt shall be a 0.01 ohm Type RS shunt as manufactured by Holloway, or approved equal. 2. There shall be at least 1 shunt in each Magnesium Anode test station. G. Test Lead Wire Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 Addendum - 3 330412-6 MAGNESIUM ANODE CATHODIC PROTECTION Page 6 of 10 1. Test station lead wires shall be #12 AWG stranded copper cable with type TW, THW or THHN insulation, black in color. H. Permanent Reference Electrode 1. The permanent reference electrode shall be a copper sulfate Permacell Plus double membrane ceramic cell in a geomembrane package, as manufactured by Corrpro Companies, Inc., or approved equal. 2. The permanent reference electrode shall be equipped with No. 14 AWG stranded copper wire with blue HMWPE insulation of suitable length to attach to the terminal board of the test station. I. Marker Sign 1. Provide marker sign 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. Installation of Sacrificial Anodes Placement a. Each anode shall be installed vertically in a 12 -inch diameter by 10 foot deep hole or by trench maintaining the same spacing as shown on the Drawings. b. Centerline of the anode shall be at a minimum of 10 feet from the centerline of the pipe. c. Anodes shall be installed within the pipeline right-of-way. 2. Augured Hole a. The anode hole diameter shall easily accommodate the anode. 3. Backfilling a. After the hole is augured, the packaged anode shall be lowered into the hole and the soil shall be firmly tamped around the package so that it is in intimate contact with the package. b. Pour a minimum of 5 gallons of water into the anode hole. c. Backfill the remainder of the anode hole. 4. Anode Lead Wire a. Lead wires from the anodes shall be run underground at a minimum depth of 24 inches. b. Each anode lead wire shall be connected to an anode header cable as indicated on the Drawings. 5. Handling Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 Addendum - 3 330412-7 MAGNESIUM ANODE CATHODIC PROTECTION Page 7 of 10 a. Anodes shall be handled in a manner that will avoid damaging anode materials and wire connections. B. Installation of Permanent Anode 1. Location a. Install 1 permanent copper sulfate reference electrode at each anode ground bed. b. The permanent reference electrode shall be within 6 inches of the pipe at pipe depth. c. Prepare and install the permanent reference electrode in strict accordance with the manufacturer's recommendations. 2. Placement a. Place the permanent reference electrode in the same ditch with the water line and carefully covered with the same soil as the pipeline backfill. 3. Lead Wire a. Protect the permanent reference electrode lead wire during backfill operations and route to the test station along with the water line test leads and anode ground bed cables. C. Installation of Wire and Cable 1. Depth a. All underground wire and cable shall be installed at a minimum of 24 inches below final grade with a minimum separation of 6 inches from other underground structures. 2. Anode Header Cable a. Each anode lead wire shall be connected to a #10 AWG/HMWPE header cable which shall be routed into a flush -to -grade test station. 3. Anode Lead Wire to Header Cable Connection a. Each anode lead wire to header cable connection shall be made using a copper compression connector. b. Each connection shall be taped using rubber tape, vinyl tape and coated with Scotchkote electrical coating as shown on the Drawings. 4. Anode -to -Pipeline Connection a. Connect each group of anodes to the pipeline through a test station as shown on the Drawings. b. A 0.01 ohm shunt shall be used to connect the anode header cable to the pipeline as shown on the Drawings. 5. A 3 -inch wide, yellow, non -detectable warning tape labeled "Cathodic Protection Cable Buried Below" shall be buried at a depth of 18 inches below the surface and along the length of all Cathodic Protection cable trenches. D. Test Lead Wire Attachment 1. Test lead cables shall be attached to the pipe by thermite welding. 2. The pipe to which the wires are to be attached shall be clean and dry. 3. A grinding wheel shall be used to remove all coating, mill scale, oxide, grease and dirt from the pipe over an area approximately 3 inches square. a. The surface shall be cleaned to bright metal. 4. The wires to be thermite welded to the pipe shall have approximately 1 inch of insulation removed from each end, exposing clean, oxide -free copper for welding. Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 Addendum - 3 330412-8 MAGNESIUM ANODE CATHODIC PROTECTION Page 8 of 10 5. Charges and Molds a. Weld charges and mold size shall be as specified by the manufacturer for the specific surface configuration. b. Care shall be taken during installation to be sure correct charges are used. c. Welding charges and molds shall be the product of a manufacturer regularly engaged in the production of such materials. 6. Using the proper size thermite weld mold as recommended by the manufacturer, the wire shall be placed between the graphite mold and the prepared metal surface. 7. The metal disk shall be placed in the bottom of the mold. 8. The cap from the weld charge container shall be removed and the contents poured into the mold. 9. Squeeze the bottom of the weld charge container to spread ignition powder overthe charge. 10. Close the mold cover and ignite the starting powder with a flint gun. The mold should be held firmly in place until all of the charge has burned and the weld has cooled slightly. 11. Remove the thermite weld mold and gently strike the weld with a hammer to remove the weld slag. 12. Pull on the wire to assure a secure connection. 13. If the weld is not secure or the wire breaks, repeat the procedure. 14. If the weld is secure, coat all bare metal and weld metal with Stopaq CZ tape, or approved equal. E. Flush -to -Grade Anode Test Stations 1. Flush -to -grade anode test stations shall be installed as shown on the Drawings. 2. Test stations shall be installed in a 24 -inch x 24 -inch x 6 -inch square concrete pad. 3. Sufficient slack shall be coiled beneath the test station to allow for soil settlement and to prevent damage to the leads during backfilling. a. Additional slack shall be left to allow for withdrawal of the terminal board a minimum of 12 inches above the top of the concrete pad for test purposes. F. Post Installation Backfilling of Cables 1. General a. During the backfilling operation, cables shall be protected to prevent damage to the wire insulation and conductor integrity. 3.5 REPAIR A. Cut wires shall be spliced by using a copper compression connector. 1. The connection shall be completely sealed against moisture penetration by the use of rubber tape, vinyl tape and Scotchkote electrical coating. B. Damaged or missing test station components shall be replaced by equal components. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Tests and Inspections Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 Addendum - 3 330412-9 MAGNESIUM ANODE CATHODIC PROTECTION Page 9 of 10 1. All components of the Cathodic Protection System shall be visually inspected by the City prior to commissioning of the system. 3.8 SYSTEM STARTUP A. General 1. The Cathodic Protection System shall be inspected, energized and adjusted (commissioned) as soon as possible after the Cathodic Protection equipment has been installed. B. Equipment 1. All Cathodic Protection testing instruments shall be in proper working order and calibrated according to factory specifications. C. Commissioning 1. The commissioning of the Cathodic Protection System shall be performed by, or under the direct supervision of, the Corrosion Engineering Firm qualified to verify compliance with this Specification and with the referenced corrosion control standards set forth by NACE International. D. Method 1. Measure native state structure -to -soil potentials along the water line using the permanent reference electrodes at each anode test station and a portable reference electrode at all other test stations and at above grade pipeline appurtenances. 2. Energize the Cathodic Protection System by connecting each Magnesium Anode groundbed to the pipeline lead in the test station junction box by means of a 0.01 ohm shunt. 3. Record each anode groundbed current using the shunt. 4. Allow sufficient time for the pipeline to polarize. 5. Adjust, if necessary, the Cathodic Protection current output in each anode test station to satisfy the 100 -mV polarization shift criterion or the -850 millivolts-CSE polarized potential criterion as established by NACE International standards. 6. Record all final current outputs measured at each test station. 7. Verify that all electrical isolation devices are operating properly includingflange isolators and casing spacers. 8. Verify that interference does not exist with foreign structures. 9. Perform joint tests with owners of the foreign structures (if any) and mitigate any interference detected. 10. If necessary, install resistance bonds to mitigate interference. 11. Interference testing coordination with the owners of foreign structures is the responsibility of the Cathodic Protection tester. E. Verification and Responsibilities 1. Contractor shall correct, at his expense, any deficiencies in materials or installation procedures discovered during the post -installation inspection. Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 Addendum - 3 33 04 12-10 MAGNESIUM ANODE CATHODIC PROTECTION Page 10 of 10 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 04/01/2025 S Chanthikul 1.2.A.3.1 Cathodic Protection design plan 1.5.C Cathodic Protection design lan submittal prior to construction Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 Addendum -3 Vendor Name Contact Name Contact Email Ace Pipe Cleaning Inc Bobbi Dowland bids@acepipe.com ACIPCO Jake Phillips jakephillips@american-usa.com ACIPCO Terri Nguyen tnguyen@american-usa.com ACT Pipe and Supply Jordan Steves jsteves@actpipe.com Advanced Paving Eric Anderson eanderson@advanedpavingco.com Aegion Kyle Wroblewski kwroblewski@aegion.com Alliance GeoServices, LLC JESUS LAJARA info@alliancegeoservices.com American Cast Iron Pipe Company Drew Quigley dquigley@american-usa.com AR Daniel Construction Services, Inc. Kellie Guthrie kguthrie@danielcs.com Armorock Anthony Deleon adeleon@armorock.com ATN Septic Services Alex Nault naultal@gmail.com BCAC Underground Mike Kotzot mkotzot@bcacunderground.com Belt Construction, Inc. William Geiser bill@beltinc.com Ben Mark Supply James Davis jamesdavis@benmark.com BGE, Inc. Carl Krogness NTXproposals@bgeinc.com BLACKROCK CONSTRUCTION Carlos Jimenez CARLOS@BLACKROCKCONSTRUCTIONTX.COM Blackrock Construction Jeff Richardson jeff@blackrockconstructiontx.com BuildCentral Inc Karen Ericksen Karen@buildcentral.com C. C. Zamora Construction Inc. Lupe Zamora lupe@zamoraconstruction.com Civil Tree Solutions H McMullen estimating@civiltreesolutions.com CJIS GROUP LLC Ann Herold Region2@cjisgroup.com Construct Connect Rhea Pagador rhea.pagador@constructconnect.com Constructconnect Michael Stubbs content@constructconnect.com Construction Bid Source, LLC Elizabeth Strycker liz@constructionbidsource.com Contech Engineered Solutions LLC Chris Tlanda chris.tlanda@conteches.com Core and Main Paul Norman paul.norman@coreandmain.com Deltek Source Management sourcemanagement@deltek.com Dodge Data & Analytics Swamy Kalyan s.kalyanaraman@construction.com Dodge Data & Analytics Dodge Reporter dodge.digital.operations@construction.com Dodge Data Analytics Phillip Coad dodge.docs@construction.com Dodge Data and Analytics April Hamilton april.hamilton@construction.com DTP / CNKA LLC Charles Eads ceads@cnkallc.com EAR Telecommunications, LLC Najeeb Reyes najeeb.reyes@eartc.com Elecnor Belco Electric, Inc. John Wong jwong@elecnor.com Farwest Corrosion Control Company Kathryn Witmer estimating@farwestcorrosion.com FERGUSON WATERWORKS RHONDA RHODES DallasWWNTXionwave@ferguson.com Fort Worth Civil Constructors Nick Underhill NickU@fwcivcon.com Fortiline Waterworks Brandon Kelley brandon.kelley@fortiline.com Freese and Nichols Alisa Pjetrovic alisa.pjetrovic@freese.com Frietze Industrial Service Technicians Shawn Ellis elliss@fist.Ilc GJ Seeding, LLC Gayle Juraschek gjseeding@gmail.com Global Cathodic Protection Charles Adams charlie@globalcorrosion.com GovBright Thomas Swift thomas.swift@govbright.com Gratex Utilities Inc Rex Heflin estimating@gra-tex.com Han -Boone International Inc. Seth Bilnoski info@fortworthgasket.com Harper Brothers Construction Marion Holzbach bids@harperbro.com Hass Co LLC Braden Ford bids@hassco.com Hilbash Naeem UI Hassan naeem.hassan@hilbash.com J&L Contruction LLC Luis Asencio estimates@constructionjandl.com Jackson Construction Jack Keffler jackk@jacksontx.net Jackson Construction, Ltd. Danny McCutchen dannym@jacksontx.net JDS Inc Michael Kent mkent@jdspipe.com Johnson County Winwater Dustin Barber dlbarber@winsupply.com Keeley Construction Michael Uldrich Idrich@keeleyconstruction.com Keeley Construction Travis Stivors tstivors@keeleyconstruction.com Kimley-Horn Ryne Spicer Ryne.Spicer@Kimley-Horn.com Kimley-Horn and Associates Parker O'Hara parker.ohara@kimley-horn.com KLP Commercial, LLC Karen Allums allums@klpsupply.com L. J. Design & Construction LLC Greg Woolsey quotes@ljdesign.net Lakeshore Learning Materials, LLC Eunice Peterson biddept@lakeshorelearning.com Lite & Barricade Brad George brad@dlbinc.net Lozano Paving DeAndrea Lozano Dlozano@lozanopaving.com MADERO Engineers & Constructors LLC Julio Burguete julio@madero.net MAKOU INC MAQSOOD KHAN makouinc@gmail.com MATCOR, Inc Ryan Bailey rbaileyl@matcor.com McCarthy Building Companies, Inc. Janelle Neill jeneill@mccarthy.com Morgan Contracting, Inc. Estimating Team estimating@morganl.com Mountain Cascade of Texas, LLC Cody Sears codys@mountaincascade.com MZB Engineering Inc Humayun Aziz info@mzbinc.com Vendor Name Contact Name Contact Email NORTH TX CONST REPT & PLANROOM LINDA McBride linda@amtekusa.com Northwest Pipe Company Franco Piarulli fpiarulli@nwpipe.com Oldcastle NTX Bids ntxbids@oldcastle.com Omar Cereceres's Vendor Omar Cereceres omar.cereceres@shield-engineering.com Pro -Pipe Services, LLC Carla Reyes pro-pipebidbox@pro-pipe.com ProTex Environmental, LLC Todd Webster todd@protexenv.com PWXPress Mary Miller bids@pwxpress.com R & D Burns Brothers, Inc Donald Burns rdburnsbros@sbcglobal.net Ragle Inc. Ammar Elhamad aelhamad@ragleinc.com Rangeline Kyle Nelson kyle@rangeline.com re cr cr arizonacontracts@sharklasers.com Renewal Global Exchange Limited Liability Company Md Ariful Haque Mollik operations@renewalglobalexchange.com Reynolds Asphalt & Construction Ned Tankersley ntankersley@reynoldsasphalt.com S.J. Louis Construction of Texas Adam Lunsford estimating-mansfield@sjlouis.com SER Construction Partners, LLC. Raul Ramirez raul@serconstruction.net Site Barricades Ty Schuessler ty@sitebarricades.com Smartprocure Inc Ron Bjornsson rbjornsson@smartprocure.us ssdfdf sfffg ghhj santoshi.meshram6@gmail.com Stabile & Winn, Inc. Jerry Henderson jerry.henderson@stabilewinn.com STAline Waterworks James Sanders james.sanders@staline.com Sunrise Oilfield Supply Mike Campbell mike.campbell@sosc.net SYB CONSTRUCTION CO., INC BRIAN WOOD ESTIMATING@SYBCONSTRUCTION.COM Texas Materials Group Ron Stinson ronald.stinson@Texasmaterials.com Texas Water Products, Inc. Leandro Ramirez sales@texaswaterproducts.com TexOp Construction, LP Vanessa Dietzmann vdietzmann@texop.com Thalle Construction Brad Miller blmiller@thalle.com The Fain Group Larry Frazier lfrazier@faingp.com Thompson Pipe Group Jeff Peterson jeff.peterson@thompsonpipegroup.com Venus Construction Mike Plunk Junk@venusconstruction.com Virtual Builder Exchange Jeannette Olguin jeannette@virtualbx.com Walker Partners, LLC Curtis Beitel cbeitel@walkerpartners.com Western Municipal Construction of Texas LLC Erich von Aspe tx-bids@wmc-i.com Westhill Construction Inc Angela Reynolds matthew@westhillconstruction.com William J Schultz Inc dba Circle C Construction Company Teri Skelly t.skelly@circlecconstruction.com Woody Contractors, Inc. Zach Irwin zirwin24@gmail.com xiaoma bao cheng cbc19921215@gmail.com CITY OF FORT WORTH Water Department Water & Sanitary Sewer Replacement Contract 2021, WSM-E City Project No. 103751 ADDENDUM NO.4 Unit 1: Water Improvements Unit 2: Sanitary Sewer Improvements ADDENDUM RELEASE DATE: March 13, 2026 BID RECEIPT DATE: March 26", 2026 INFORMATION TO BIDDERS: This Addendum, forms part of the Plans, Contract Documents & Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (SECTION 00 41 00) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for Water & Sanitary Sewer Replacement Contract 2021, WSM-E, City Project No. 103751 are hereby revised by Addendum No. 4 as follows: 1. Project Manual section 00 11 13 INVITATION TO BIDDERS shall be replaced with section 00 11 13 INVITATION TO BIDDERS last revised March 121', 2026, attached to this addendum. Revised INVITATION TO BIDDERS reflects an updated bid date of March 26°i, 2026. Bidder questions will be open until 2 p.m. the Friday prior to the Bid opening as stated in the 00 21 13 INSTRUCTIONS TO BIDDERS. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 12, 2026 Addendum - 4 This Addendum No. 4 forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Project Manual & Contract Documents of the same. Acknowledge your receipt of Addendum No. 4 by completing the requested information at the following locations: (1) In the space provided in Section 00 41 00, Bid Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 4" A signed copy of Addendum No. 4 should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of Addendum No. 4 could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. Addendum No. 4 RECEIPT ACKNOWLEDGEMENT: By: Company: C„cl .Z�D/!.s//�it,on Address: L3642 42 City:{L•/s_ �� State: ZX Chris Harder P.E. Director, Water Dept. By: QfOsL Tony Sholola, P.E. Assistant Director, Water Dept. END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 12, 2026 Addendum - 4 00 11 13 INVITATION TO BIDDERS Page I of3 SECTION 0011 13 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of Water & Sanitary Sewer Replacement Contract 2021, WSM-E ("Project") will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/po►•tal/?tab=openOpportunities, under the respective Project until 2:00 P.M. CST, Thursday, March 26, 2026. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST at New City Hall (NCH); Room MZ10_12, 100 Fort Worth Trail, Fort Worth, TX 76102. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non -responsive. No late bids/proposals shall be accepted. Bids delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 3/12/26 001113 INVITATION TO BIDDERS Page 2 of 3 Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Water: Alternate A: 4,361 LF 24" Concrete AWWA C303 Water Pipe 91 LF 36" Concrete AWWA C303 Water Pipe 1 LS C303 Fittings Alternate B: 4,361 LF 24" DIP Water 91 LF 36" DIP Water 15 TON Ductile Iron Water Fittings w/ Restraint Base Bid: 342 LF 16" PVC Water Pipe 2,568 LF 12" PVC Water Pipe (DR- 14) 6,301 LF 8" PVC Water Pipe (DR -14) 6 EA 24" Gate Valve w/ Vault 76 LF 48" Casing By Other Than Open Cut 1 LS Cathodic Protection 9,917 LF 4' Wide Asphalt Pvmt Repair, Arterial 200 SY Conc. Pvmt Repair, Residential 1500 Sy Cone. Pvmt Repair, Arterial 33 Ton Ductile Iron Water Fittings w/Restraint 118 EA 1" Water Service Sewer: 1,989 LF 8" Sewer Pipe PVC (SDR-26) w/acceptable backfill 101 LF 8" Sewer Carrier Pipe (DI) by Hand Tunnel 13 EA 4' Manhole 101 LF 48" Tunnel Liner Plate By Other Than Open Cut 2,344 LF 4' Wide Asphalt Pvmt Repair, Arterial 524 SY Cone. Pvmt Repair, Residential 37 VF Liner — 4' Sewer MH (Warren or Chesterton Coating) 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 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 3/12/26 00 11 13 INVITATION TO BIDDERS Page 3 of 3 The Bidding and Contract Documents may be examined or obtained via the Procurement Portal https://fortworthtexas.bonfirehub com/portal/?tab=openOppoi-tunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https://fortworthtexas.bonfrehub 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: December 18, 2025 TIME: 11:00 AM Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. 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 December 10, 2025 December 17, 2025 END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 3/12/26 CITY OF FORT WORTH Water Department Water & Sanitary Sewer Replacement Contract 2021, WSM-E City Project No. 103751 ADDENDUM NO.5 Unit 1: Water Improvements Unit 2: Sanitary Sewer Improvements ADDENDUM RELEASE DATE: March 24, 2026 BID RECEIPT DATE: April 16" d, 2026 INFORMATION TO BIDDERS: This Addendum, forms part of the Plans, Contract Documents & Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (SECTION 00 41 00) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for Water & Sanitary Sewer Replacement Contract 2021, WSM-E, City Project No. 103751 are hereby revised by Addendum No. 5 as follows: I. Project Manual section 00 11 13 INVITATION TO BIDDERS shall be replaced with section 00 1 1 13 INVITATION TO BIDDERS last revised March 24°t, 2026, attached to this addendum. Revised INVITATION TO BIDDERS reflects an updated bid date of April 16°d, 2026. Bidder questions will be open until 2 p.m. the Friday prior to the Bid opening as stated in the 00 21 13 INSTRUCTIONS TO BIDDERS. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 24.2026 Addendum -S 5 This Addendum No. 5 forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Project Manual & Contract Documents of the same. Acknowledge your receipt of Addendum No. 5 by completing the requested information at the following locations: (1) In the space provided in Section 00 41 00, Bid Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 5" A signed copy of Addendum No. 5 should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of Addendum No. 5 could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. Addendum No. 5 RECEIPT ACKNOWLEDGEMENT: By: 2iio Company: C. � a It if ee--ix rte c l a n Address: /) z:::an,#n// City: h2/( State:_____ Chris Harder P.E. Director, Water ep . By: l�+l $ u oL 3)141 I2- 6 Tony Sholola, P.E. Assistant Director, Water Dept. END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 24, 2026 Addendum -5 00 11 13 INVITATION TO BIDDERS Page 1 of 3 SECTION 0011 13 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of Water & Sanitary Sewer Replacement Contract 2021, WSM-E ("Project") will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project until 2:00 P.M. CST, Thursday, April 16, 2026. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST at New City Hall (NCH); Room MZ10_12, 100 Fort Worth Trail, Fort Worth, TX 76102. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non -responsive. No late bids/proposals shall be accepted. Bids delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/he/en- us CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 3/24/26 00 11 13 INVITATION TO BIDDERS Page 2 of 3 Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010.. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Water: Alternate A: 4,361 LF 24" Concrete AWWA C303 Water Pipe 91 LF 36" Concrete AWWA C303 Water Pipe 1 LS C303 Fittings Alternate B: 4,361 LF 24" DIP Water 91 LF 36" DIP Water 15 TON Ductile Iron Water Fittings w/ Restraint Base Bid: 342 LF 16" PVC Water Pipe 2,568 LF 12" PVC Water Pipe (DR -14) 6,301 LF 8" PVC Water Pipe (DR -14) 6 EA 24" Gate Valve w/ Vault 76 LF 48" Casing By Other Than Open Cut 1 LS Cathodic Protection 9,917 LF 4' Wide Asphalt Pvmt Repair, Arterial 200 SY Conc. Pvmt Repair, Residential 1500 Sy Conc. Pvmt Repair, Arterial 33 Ton Ductile Iron Water Fittings w/Restraint 118 EA 1" Water Service Sewer: 1,989 LF 8" Sewer Pipe PVC (SDR-26) w/acceptable backfill 101 LF 8" Sewer Carrier Pipe (DI) by Hand Tunnel 13 EA 4' Manhole 101 LF 48" Tunnel Liner Plate By Other Than Open Cut 2,344 LF 4' Wide Asphalt Pvmt Repair, Arterial 524 SY Conc. Pvmt Repair, Residential 37 VF Liner — 4' Sewer MH (Warren or Chesterton Coating) 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 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 3/24/26 00 11 13 INVITATION TO BIDDERS Page 3 of 3 The Bidding and Contract Documents may be examined or obtained via the Procurement Portal https://fortwoi-thtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. 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: December 18, 2025 TIME: 11:00 AM Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. 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 December 10, 2025 December 17, 2025 END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 3/24/26 CITY OF FORT WORTH Water Department Water & Sanitary Sewer Replacement Contract 2021, WSM-E City Project No. 103751 ADDENDUM NO.6 Unit 1: Water Improvements Unit 2: Sanitary Sewer Improvements ADDENDUM RELEASE DATE: April 15, 2026 REVISED BID RECEIPT DATE: April 23rd, 2026 INFORMATION TO BIDDERS: This Addendum, forms part of the Plans, Contract Documents & Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (SECTION 00 41 00) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for Water & Sanitary Sewer Replacement Contract 2021, WSM-E, City Project No. 103751 are hereby revised by Addendum No. 6 as follows: Construction plans have been modified as follows: • Sheet 2: Updating Sheet index. • Sheet 5: Updating notes • Sheet 13: Connection for WSM-Z • Sheet 14: Connection for WSM-Z • Sheet 17: Added Tunnel Liner Plate Option • Sheet 21: Added Tunnel Liner Plate Option • Sheet 24: Connection for WSM-Z • Sheet 35: Connection for WSM-Z • Sheet 41: Connection for WSM-Z • Sheet 55: Changing Ellis from E central Ave to NW 14th to one way. • Sheet 57: Changing Ellis from E central Ave to NW 14th to one way. • Sheet 58: TCP Updated to Include Intersections • Sheet 66: Changing Ellis from E central Ave to NW 14th to one way. • Sheet 67: Changing Ellis from E central Ave to NW 14th to one way. • Sheet 68: TCP Updated to Include Intersections • Sheet 72: TCP Updated to Include Intersections • Sheet 93: Changed Reinforced Concrete to 2:27 Concrete • Sheet 94: Changed Reinforced Concrete to 2:27 Concrete • Sheet 96: Added Composite Trench Repair 2. Construction plans have been added as follows: CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 31, 2026 Addendum - 6 • Sheet 9a: Paving Layout Map • Sheet 53a: Typical intersection plan detail for intersections. • Sheet 65a: Phase I a intersection • Sheet 65b: Phase Ia intersection • Sheet 74a: Phase 2a intersection • Sheet 74b: Phase 3 intersection • Sheet 74c: Phase 3 intersection 3. Project Manual section 00 11 13 INVITATION TO BIDDERS shall be replaced with section 00 11 13 INVITATION TO BIDDERS last revised February 8`'', 2024, attached to this addendum. Revised INVITATION TO BIDDERS reflects an updated General Description of Work and reflects an updated bid date of April 23", 2026. 4. Project Manual section 00 42 43 PROPOSAL FORM shall be replaced with section 00 42 43 PROPOSAL FORM attached to this addendum. Changes include: Added Bid Item for Unit I Alternative A: 48" Casing By Other Than Open Cut or 48" Tunnel Liner Plate by Hand Tunneling Added Bid Item for Unit I Alternative B: 48" Casing By Other Than Open Cut or 48" Tunnel Liner Plate by Hand Tunneling Revised Bid Quantity for Unit 1: 12" PVC Water Pipe (DR -14) 8" PVC Water Pipe (DR -1 4) 12" Gate valve 8" gate valve 6' Wide Asphalt Pvmt Repair, Residential 6' Wide Asphalt Pvmt Repair, Arterial Asphalt Pvmt Repair Beyond Defined Width, Arterial Remove Conc Pvmt Conc Pvmt Repair, Residential Conc Pvmt Repair, Arterial/Industrial 2" Surface Milling 2" Asphalt Pvmt Type D 3" Surface Milling 3" Asphalt Pvmt Type D 6" SLD Pvmt Marking HAS (W) 6" SLD Pvmt Marking HAS (Y) 12" SLD Pvmt Marking HAE (W) 12" SLD Pvmt Marking HAE (Y) 24" SLD Pvmt Marking HAE (W) Preformed Thermoplastic Contrast Markings - 24" Crosswalk Raised Marker TY W Raised Marker TY Y Connection to Existing 4"-12" Water Main Ductile Iron Water Fittings w/Restraint Connection to Existing 4"- 12" Water Main Added Bid Items for Unit 1: CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 31, 2026 Addendum - 6 4' Wide Asphalt Pvmt Repair, Residential Asphalt Pvmt Repair Beyond Defined Width, Residential 4"-12" Pressure Plug 6' Wide Asphalt Pvmt Repair (Brick), Arterial 4' Wide Asphalt Pvmt Repair (Brick), Arterial 6' Wide Composite Pvmt Repair, Residential 4' Wide Composite Pvmt Repair, Residential Removed Bid Items for Unit 1: 48" Casing By Other Than Open Cut 4' Wide Asphalt Pvmt Repair, Arterial Added Bid Items for Unit 2: 4' Wide Asphalt Pvmt Repair, Residential 4' Wide Composite Pvmt Repair, Residential 6" BRK Pvmt Marking HAS (W) Removed Bid Items for Unit 2: 4' Wide Asphalt Pvmt Repair, Arterial Asphalt Pvmt Repair Beyond Defined Width, Arterial 5. Project Clarification The following questions were asked through bonfire. Question 1 Permanent asphalt repair details: The details provided for permanent asphalt repair in addendum 3 now show 8" reinforced concrete pavement under the asphalt instead of the standard 8" 2:27 concrete base material with no reinforcement, but the notes still say 2:27. The bid items in the proposal for permanent asphalt trench repair are the standard bid items which do not include reinforced concrete pavement. If reinforced concrete will be required on the permanent asphalt trench repairs, then we should have the bid item for composite pavement trench repair asphalt / concrete and detail D-523 should be included in the plans. There should be 4 different items to cover this detail. 1. 4' wide- composite pavement repair, residential- **LF 2. 6' wide- composite pavement repair, arterial / industrial- **LF 3. Extra width composite pavement repair, residential- beyond defined width **SY 4. Extra width composite pavement repair, arterial / industrial- beyond defined width **SY We believe this should only be on Northside Dr, Main St and Central. Ellis seems to be thick asphalt so the standard bid items should be sufficient on it and the rest of the streets as well. Response I Composite pavement repair detail and bid item added. Permanent asphalt trench detail to revert back to standard 2:27 concrete base. Question 2 Street classification: Which streets on this project are considered arterial / industrial and which are considered residential? I'm assuming Northside Dr, Central Ave and Main St are Arterial / Industrial and everything else would be residential, but I could be wrong. Could you clarify? Response 2 Arterial/Industral streets are Northside Dr and Main St. The rest of the streets are Residential streets Question 3 Concrete Pavement Quantities: There is a ton of concrete pavement quantity set up in the addendum 3 proposal but I'm not finding much in the plans. Could you take a CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 31, 2026 Addendum - 6 look at the quantities and provided clarification? Here's what I can find- (Total of 2,008 SY of concrete replacement) Sheets 32-34 Ellis Ave 1282 SY Sheet 45 NW23rd St- possible 85 SY +/- (maybe just temp, this pavement is included in the Holly- Northside cast iron replacement project) Sheet 51-52 Belmont St Water / sewer - 641 SY Here's what is in the proposal- (Total of 20, 342 of concrete replacement) # 32 remove conc pvmt- 18,781 SY # 33 Concrete pvmt repair, residential- 14,956 SY # 34 Conc pvmt repair, arterial / industrial- 5,386 SY Response 3 Paving layout sheet provided to add clarification to paving scope. Question 4 Temporary Asphalt response from addendum 3: In addendum 3- question 3 asked about adding an item for temporary asphalt and the response was "there is enough quantity in pay item no. 36 - 2" hmac on 6" base to cover the entire project with extra if needed. ", but there is only 2,500 LF set up in the proposal. You would need 13,941 LF to cover the main and around 3, 000 LF for the services so, to have quantity for everything plus extra there should be at least 17, 000 LF to 17,500 LF set up. Response 4 Temporary asphalt paving repair to be used only in select areas under special situations. We are not provided two types of trench repair for the entire length of the project. Question 5 Mill & Overlay: Can we get a paving layout or some paving plan sheets? The provided water and sewer sheets are insuff cient for take -offs and scheduling of the mill and overlay operations. Response 5 Paving layout sheet provided. Question 6 Casing & Liner Plate Questions?: 1. For the two 48" Casing runs at 23+01 & 38+50 could a contractor hand excavate these stations and install liner plate? 2. For Stations 23+01 & 38+50 could you please confirm the scale 1" = 4' in vertical to existing ground. 3. For the 48" Liner plate on sheet 52 of] 11 can you please confirm the Station lengths & vertical height to ground elevation. Response 6 1.Plans/bid form will be updated to bid alternate hand tunnel liner plate for these crossings. 2. The vertical scale is 1 "=4' if printed at 22 "x34 ". It is 1 "=8' if printed at 11 "x17'. Each minor grid mark represents 1'. 3. The 48 " liner plate beings at Station 10+29.69 (Depth=2.979 and ends at Station 11+26.49 (Depth = 4.519. Depths provided are from ground to top of TLP. Question 7 1 received the addendum on WSM-E. Please take a look at the special events note on Sheet 5. If you read this note and take it literally for what is says you would almost never be working on this project. There are concerts at Dickies and at Billy Bobs every week and usually multiple nights. My guess is that note was intended to be for major events only. I would also assume that it would only apply to when working in the Exchange and Main area of the job and not the entire job. We have worked on Main and within a block of Exchange and never had any issues. Please clarify that note CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 103751 Revised March 31, 2026 Addendum - 6 Response 7 Construction limitations are only for major events that would lead to increased traffic in the stockyards area, generally from out-of-town visitors. Question 8 Sewer L- 705 Station 10+24.44 to 11+52: It appears that the sewer gets on the same elevation as the existing was in this location. Has the City videoed the line to see if CIPP was an option as it would be a very cost effective alternative to the hand tunneling of sewer as it is. Response 8 Based on a review of the available CCTV inspection footage, the existing sewer line was determined to be unsuitable for CIPP application. Therefore, the proposed approach, including hand tunneling, remains the preferred method for this segment. Question 9 Tunnel for Sanitary Sewer: Cant the two bid items for tunneling be clarified it appears that you are bidding two options for how install the same 102'so this item is priced twice as it is set now. Response 9 Please see updated Bid item 3for 8" Sewer Carrier Pipe under Unit 2- Sanitary Sewer Improvements. The "Hand Tunnel " note has been removed from bid item 3 to help clarify installation method, 8" Sewer Carrier pipe to be installed inside Tunnel Linear plate. Refer to spec 33 05 24 for additional information on installation of carrier pipe in casing or tunnel liner plate. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 31, 2026 Addendum - 6 This Addendum No. 6 forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Project Manual & Contract Documents of the same. Acknowledge your receipt of Addendum No. 6 by completing the requested information at the following locations: (1) In the space provided in Section 00 41 00, Bid Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 6" A signed copy of Addendum No. 6 should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of Addendum No. 6 could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. Addendum No. 6 RECEIPT ACKNOWLEDGEMENT: By: l �� Company: s�«a r, Address: SOo ) City:,`a'7? State: Chris Harder P.E. Director, Water p. I,c/24 Tony Sholola, P.E. Assistant Director, Water Dept. END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 31, 2026 Addendum - 6 00 42 43 BID PROPOSAL Page I of SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 1 - Water Improvements Bidlist Item No. Description Specification SecfionNo. Unit of Measure Bid Quantity Unit Price Bid Value 1a5 3311.068124" Concrete AWWA C303 Water Pi p e 33 11 13 LF 2436 $0.00 lb* 3311.0651 24" DIP Water 33 11 10 LF 2436 $0.00 2a* 3311.0684 24" Concrete AW WA C303 Water Pipe (Restrained Joints) 33 11 13 LF 1925 $0.00 2b* 3311.0654 24" DIP Water (Restrained Joints) 33 11 10 LF 1925 $0.00 3a* 3311.0874 36" Concrete AW WA C303 Water Pie estrained Joints 33 11 13 LF 91 $0.00 3b* 3311.0854 36" DIP Water (Restrained Joints) 33 11 10 LF 91 $0.00 4a* 3311.0021 C303 Fittings 34 1113 LS 1 $0.00 4b* 331 1.0001 Ductile Iron Water Fittings w/ Restraint 35 11 11 TON 15 $0.00 5a* 3305.1108 48" Casing B. Other Than Open Cut 33 0522 LF 76 $0.00 5b* 3305.1303 48" Tunnel Liner Plate By Other Than Open Cut 0521 34 05 LF 76 $0.00 *Contractor to provide Unit Price/Bid for only one of the pipe material alternatives for items 1, 2, 3 and 4. DO *Contractor to provide Unit Price/Bid for only one of item 5, either 48" Casing or Tunnel Liner Plate. DO NOT PROVIDE NOT PROVIDE UNIT UNIT PRICE/BID PRICE/BID FOR FOR EACH ALTERNATIVE. EACH ALTERNATIVE. $0.00 6 3305.2007 24" Water Carrier Pipe 33 05 24 LF 76 7 3311.0561 16" PVC C905 Water Pie 33 1 1 12 LF 222 $0.00 8 3311.0564 16" PVC C905 Water Pipe (Restrained Joints) 33 11 12 LF 120 $0.00 9 3311.0554 16" DIP Water (Restrained Joints) 33 11 10 LF 59 $0.00 $0.00 $0.00 $0.00 10 3311.0461 12" PVC Water Pipe (DR -14) 34 11 12 LF 2,578 11 3311.0261 8" PVC Water Pi e DR -14 33 11 12 LF 6 321 12 3305.2002 8" Water Carrier Pipe (DI) 33 05 24 LF 26 13 3311.0161 6" PVC Water Pi e DR -14 34 11 12 LF 219 $0.00 14 3305.1003 20" Casing By Open Cut 33 05 22 LF 26 $0.00 15 3312.3008 24" Gate Valve w/ Vault 33 12 20 EA 6 $0.00 16 3312.3006 16" Gate Valve w/ Vault 33 1220 EA 3 $0.00 $0.00 $0.00 $0.00 $0.00 17 3312.3005 12" Gate Valve 33 12 20 EA 10 18 3312.3003 8" Gate Valve 33 1220 EA 31 19 3312.3002 6" Gate Valve 33 1220 EA 15 20 3312.6003 8" Blow Off Valve 34 12 60 EA 4 21 3312.1002 2" Combination Air Valve Assembly for Water wNault 33 12 30 EA 2 $0.00 22 3332.10044" Combination Air Valve Assembly for Water w/Vault 33 12 30 EA 4 $0.00 23 3312.0001 Fire H drant and Extension 33 12 40 EA 14 $0.00 24 3305.0005 12" Waterline Lowering 3305 12 EA 5 $0.00 25 3305.0003 8" Waterline Lowering 33 05 12 EA 4 3 $0.00 26 3304.0002 Cathodic Protection (Design) 33 04 12 LS 1 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 27 3304.0002 Cathodic Protection (Construction) 33 04 12 LS 1 28 3201.0113 6' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 257 29 3201.0123 6' Wide As halt Pvmt Re air Arterial 3201 17 LF 211 30 3201.0111 4' Wide Asphalt Pvmt Repair, Residential 32 01 17 LF 699 31 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 33 0117 SY 1 061 32 3201.0202 Asphalt Pvmt Repair Beyond Defined Width, Arterial 33 0117 SY 282 33 0241.1000 Remove Conc Pvmt 0241 14 SY 23 425 34 3201.0614 Conc Pvmt Repair, Residential 3201 29 SY 21,813 35 3201.0616 Cone Pvmt Repair, Arterial/Industrial 3201 29 SY 3 173 36 3216.0302 11" Conc Valley Gutter, Arterial/industrial 32 16 13 SY 58 37 3201.0400 TemporaryAs halt Pavin Re air 2" HMAC on 6" Flexible Base 3201 18 LF 2 500 38 0241.1506 2" Surface Milling 0241 15 SY 36,041 39 3212.0301 2" Asphalt Pvmt Type D 32 12 16 SY 3fi 041 40 0241.1507 3" Surface Milling 02 41 15 SY 11,997 41 3212.0302 3" Asphalt Pvmt Type D 32 12 16 SY 1 L 997 42 3213.0403 8" Concrete Driveway 32 1320 SF 90 $0.00 43 3214.0200 Brick Pvmt Re air 32 14 16 SY 100 $0.00 44 0241.1300 Remove Conc Curb&Gutter 02 41 14 LF 538 $0.00 45 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 1 111 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 46 3217.0101 6" SLD Pvmt Marking HAS (W) 32 17 23 LF 804 47 3217.0103 6" BRK Pvmt Markin HAS 32 17 23 LF 2 240 48 3217.0102 6" SLD Pvmt Marking HAS (Y) 32 17 23 LF 8,584 49 3217.0301 12" SLD Pvmt Marking HAE (W) 32 1723 LF 120 50 3217.0302 12" SLD Pvmt Marking HAE (Y) 32 1723 LF 44 51 3217.0501 24" SLD Pvmt Markin HAE W 32 17 23 LF 468 52 3217.0502 Preformed Thermoplastic Contrast Markin - 24" Crosswalk 32 1723 LF 955 53 3217.2001 Raised Marker TY W 32 17 23 EA 121 54 3217.2002 Raised Marker TY Y 32 17 23 EA 237 55 3305.0109 Trench Safely 33 05 10 LF 14 819 56 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 22 57 3312.2204 2" Private Water Service 33 12 10 LF 24 58 3312.2201 2" Water Service, Meter Reconnection 33 12 10 EA 11 $0.00 59 3312.2203 2" Water Service 33 12 10 EA 12 $0.00 60 3312.2104 1 1/2" Private Water Service 33 12 10 LF 8 $0.00 61 3312.2101 1 1/2" Water Service, Meter Reconnection 33 12 10 EA 4 $0.00 62 3312.2103 1 1/2" Water Service 33 1210 EA 4 $0.00 63 3312.2004 1" Private Water Service 33 12 10 LF 236 $0.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00 41 00 Bid Proposal Workbook- Addovdam 6 Revised 9/30/2021 00 42 43 BID PROPOSAL Page 2 of SECTION 00 42 43 PROPOSAL FORM 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 64 3312.2001 1" Water Service, Meter Reconnection 33 12 10 EA 97 $0.00 65 3312.2003 1" Water Service 33 12 10 EA 118 $0.00 66 3312.0108 Connection to Existing 24" Water Main 33 12 25 EA 1 $0.00 67 3312.0106 Connection to Existing 16" Water Main 33 1225 EA I $0.00 $0.00 $0.00 $0.00 68 3312.0117 Connection to Existing 4"-12" Water Main 33 1225 EA 32 69 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 200 70 3305.0203 Imported Embedment/Backfill, CLSM 33 05 10 CY 200 71 3305.0204 Imported Embedment/Backfill, Crushed Rock 33 05 10 CY 200 $0.00 72 3305.0207 Imported Embedment/Backfill, Select Fill 33 05 10 CY 200 $0.00_ 73 3291.0100 Topsoil 3291 19 CY 6 $0.00 74 3292.0100 Block Sod Placement 3292 13 SY 50 $0.00 75 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 10 $0.00 76 3304.0101 Temporary Water Services 33 0430 LS 1 $0.00 77 0241.1118 4"-12" Pressure Plu 0241 14 EA 1 $0.00 78 0241.1109 24" Pressure Plug 02 41 14 EA 1 $0.00 79 0241.1111 36" PressurePlug 0241 14 EA 2 $0.00 80 0241.1001 Water Line Grouting 0241 14 CY 25 $0.00 81 0241.1218 4"-12" Water Abandonment Plug 02 41 14 EA 40 $0.00 82 0241.1302 Remove 6" Water Valve & Salvage 0241 14 EA 16 $0.00 83 0241.1303 Remove 8" Water Valve & Salva a 0241 14 EA 7 $0.00 84 0241.1304 Remove 10" Water Valve & Salvage 0241 14 EA 4 $0.00 85 0241.1305 Remove 12" Water Valve & Salvage 0241 14 EA 14 $0.00 86 0241.1352 Remove 18" Water Valve & Salvage 0241 14 EA 1 $0.00 87 0241.1602 Remove Concrete Water Vault 02 41 14 EA 1 $0.00 88 0241.1510 Remove Fire Hydrant & Salvage 0241 14 EA 14 $0.00 89 3213.0301 4" Cone Sidewalk 32 1320 SF 300 $0.00 90 0241.0100 Remove Sidewalk 02 41 13 SF 300 $0.00 91 3471.0001 Traffic Control (Install) 34 71 13 MO 24 $0.00 92 3471.0003 Traffic Control Details 3471 13 EA 1 $0.00 93 3125.0101 SWPPP > 1 acre 31 2500 LS 1 $0.00 94 0171.0101 Construction Staking 01 71 23 LS 1 $0.00 95 0171.0102 As -Built Survey (Redline) 01 7123 LS 1 $0.00 96 3305.0110 Utility Markers 33 05 26 LS 1 $0.00 97 3305.0111 Valve Box Adjustment w/ Concrete Collar 33 05 14 EA 64 $0.00 98 3305.0107 Manhole Adjustment, Minor 3405 14 EA 15 $0.00 99 0170.0101 Specified Remobilization 01 70 00 EA 5 $0.00 100 9999.0001 Construction Allowance (Water) 01 71 23 LS 1 $150,000.00 $150,000.00 101 9999.0002 Miscellaneous Utility Adjustment (Irrigation) LS 1 $10,000.00 $1O,000.00 102 9999.0003 6' Wide Asphalt Pvmt Repair (Brick), Arterial 32 0117 LF 690 $0.00 103 9999.0004 4' Wide Asphalt Pvmt Repair (Brick), Arterial 33 0117 LF 961 $0.00 104 9999.0005 6' Wide Composite Pvmt Repair, Residential 32 0117 LF 3,004 $0.00 105 9999.0006 4' Wide Composite Pvmt Repair, Residential 32 01 17 LF 8 552 $0.00 Sub -Total Unit 1 - Water Improvements $160,000.00 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 PVC (SDR-26) w/ acceptable backfill 33 1110, LF 1 989 $0.00 2 3331.4120 8" DIP Sewer Pipe, CSS Backfill 33 11 10 LF 85 $0.00 3 3305.3002 8" Sewer Carrier Pipe (Dl) 33 11 10 LF 102 $0.00 4 3305.1303 48" Tunnel Liner Plate By Other Than Open Cut 33 05 21 LF 102 $0.00 5 3331.3101 4" Sewer Service w/ 2 -way cleanout 3331 50 EA 26 $0.00 6 3331.3105 4" Private Sewer Service 33 31 50 LF 170 $0.00 7 3331.3201 6" Sewer Service 3331 50 EA 1 $0.00 8 3339.1001 4' Manhole 3339 10, EA 13 $0.00 9 3339.1002 4' Drop Manhole 3339 10 EA 1 $0.00 10 3339.1003 4Extra Depth Manhole 33 39 10, VF 10 $0.00 11 3339.0003 Liner - 4' Sewer MH (Warren or Chesterton) 33 39 60 VF 37 $0.00 12 0241.1506 2" Surface Milling 02 41 15 SY 450 $0.00 13 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 450 $0.00 14 3216.0101 6" Cone Curb and Gutter 3216 13 LF 205 $0.00 15 3213.0301 4" Cone Sidewalk 32 1320 SF 50 $0.00 16 3201.0112 5' Wide Asphalt Pvmt Repair, Residential w/ 2:27 Cone Base 32 01 17 LF 152 $0.00 $0.00 $0.00 $0.00 $0.00 17 3201.0111 4' Wide Asphalt Pvmt Repair, Residential 32 01 17 LF 1 566 18 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 32 0117 SY 235 19 3201.0400 TemporaryAs halt Pavin Re air 2" HMAC on 6" Flexible Base 3201 18 LF 526 20 3213.0400 5" Concrete Driveway 32 1320 SF 100 21 3213.0403 8" Concrete Driveway 32 1320 SF 50 $0.00 22 3201.0614 Cone Pvmt Repair, Residential 3201 29 SY 691 $0.00 23 3301.0001 Pre -CCTV Inspection 33 01 31 LF 1 151 $0.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00 41 00 Bid Proposal Workbook- Addoodum 6 Revised 9/30/2021 00 42 43 BID PROPOSAL Page 3 of SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Unit 2 - Sanitary Sewer Improvements Bidlist Item No. Descrion pti Specification SectiionNo. Unit of Measure Bid Quantity Unit Price Bid Value 24 3301.0002 Post -CCTV Inspection 3301 31 LF 2,176 $0.00 25 3301.0003 Final -CCTV Inspection 3301 31 LF 2 176 $0.00 26 3301.0004 Final MH-CCTV Inspection 33 01 31 EA 14 $0.00 27 3301.0101 Manhole Vacuum Testing 33 01 30 EA 14 $0.00 28 3305.0109 Trench Safety 33 05 10 LF 2,074 $0.00 29 3305.0112 Concrete Collar 3305 17 EA 11 $0.00 30 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 185 $0.00 31 3305.0203 Imported Embedment/Backfill, CLSM 33 05 10 CY 135 $0.00 32 3305.0204 Imported Embedment/Backfill, Crushed Rock 33 05 10 CY 135 $0.00 33 3305.0207 Imported Embedment/Backfill, Select Fill 33 05 10 CY 135 $0.00 34 3291.0100 Topsoil 3291 19 CY 9 $0.00 35 3292.0100 Block Sod Placement 32 92 13 SY 80 $0.00 36 3292.0400 Seeding, Hydromulch 32 92 13 SY 329 $0.00 37 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 10 $0.00 38 3471.0001 Traffic Control (Install) 34 71 13 MO 5 $0.00 39 3471.0003 Traffic Control Details 3471 13 EA 1 $0.00 40 3125.0101 SWPPP > 1 acre 31 25 00 LS 1 $0.00 41 0241.1300 Remove Cone Curb&Gutter 0241 14 LF 205 $0.00 42 0241.2001 Sanitary SanitaryLineGrouting 0241 14 CY 29 $0.00 43 0241.2108 18" Sewer Abandonment Plu 0241 14 EA 6 $0.00 44 0241.5001 Abandon Manhole 0241 14 EA 1 $0.00 45 0241.0500 Remove Fence 0241 13 LF 142 $0.00 46 3231.0113 6' Chain Link, Steel 32 31 13 LF 10 $0.00 47 3231.0412 6' Fences Wood 32 31 29 LF 40 $0.00 48 3231.0131 4' Wrought Iron Fence 32 31 13 LF 63 $0.00 49 3231.0133 6' Wrou t Iron Fence 32 31 13 LF 9 $0.00 50 3110.0102 6"-12" Tree Removal 31 10 00 EA 7 $0.00 51 3110.0103 12"-18" Tree Removal 31 10 00 EA 1 $0.00 52 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 13 $0.00 53 0171.0101 Construction Staking 01 71 23 LS 1 $0.00 54 0171.0102 As -Built Survey (Redline) 01 71 23 LS 1 $0.00 55 3305.0110 Utility Markers 33 05 26 LS 1 $0.00 56 3305.0107 Manhole Adjustment, Minor 3405 14 EA 14 $0.00 57 0170.0101 Specified Remobilization 01 7000 EA 5 $0.00 58 9999.0002 Construction Allowance (Sewer) 01 71 23 LS 1 $100,000.00 $100,000.00 59 9999.0003 Masonry Fence LF 20 $0.00 60 9999.0004 Tree Protection 31 10 00 EA 1 $0.00 $0.00 $0.00 $100,000.00 61 9999.0005 Temp Fence LS I 62 9999.0006 4' Wide Composite Pvmt Repair, Residential 32 0117 LF 778 Sub -Total Unit 2 - Sanitary Sewer Improvements Bid Summary Unit 1: Water Improvements $160,000.00 Unit 2: Sanitary Sewer Improvements $100,000.00 Total Unit (1 + Unit 2) $260,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00 41 00 Bid Proposal Workbook- Addendum 6 Revised 9/30/2021 00 11 13 INVITATION TO BIDDERS Page 1 of 4 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of Water & Sanitary Sewer Replacement Contract 2021, WSM-E ("Project") will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project until 2:00 P.M. CST, Thursday, April 23, 2026. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST at New City Hall (NCH); Room MZ10_12, 100 Fort Worth Trail, Fort Worth, TX 76102. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non -responsive. No late bids/proposals shall be accepted. Bids delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 2 of 4 Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Water: Alternate A: 2,436 LF 24" Concrete AWWA C303 Water Pipe 1,925 LF 24" Concrete AWWA C303 Water Pipe (Restrained Joints) 91 LF 36" Concrete AWWA C303 Water Pipe (Restrained Joints) 1 LS C303 Fittings 76 LF 48" Casing By Other Than Open Cut or 48" Tunnel Liner Plate by Hand Tunneling Alternate B: 2,436 1,925 91 15 76 LF 24" DIP Water LF 24" DIP Water (Restrained Joints) LF 36" DIP Water TON Ductile Iron Water Fittings w/ Restraint LF Base Bid: 222 LF 120 LF 2,578 LF 6,321 LF 6 EA 1 LS 1 LS 257 LF 211 LF 690 LF 3,004 699 961 8,552 21,813 3,173 33 118 36,041 36,041 11,997 11,997 LF LF LF LF SY SY Ton EA SY SY SY SY 48" Casing By Other Than Open Cut or 48" Tunnel Liner Plate by Hand Tunneling 16" PVC Water Pipe 16" PVC Water Pipe (Restrained Joints) 12" PVC Water Pipe (DR -14) 8" PVC Water Pipe (DR -14) 24" Gate Valve w/ Vault Cathodic Protection (Design) Cathodic Protection (Construction) 6' Wide Asphalt Pvmt Repair, Residential 6' Wide Asphalt Pvmt Repair, Arterial 6' Wide Asphalt Pvmt Repair (Brick), Arterial 6' Wide Composite Pvmt Repair, Residential 4' Wide Asphalt Pvmt Repair, Residential 4' Wide Asphalt Pvmt Repair (Brick), Arterial 4' Wide Composite Pvmt Repair, Residential Conc. Pvmt Repair, Residential Conc. Pvmt Repair, Arterial Ductile Iron Water Fittings w/Restraint 1" Water Service 2" Surface Milling 2" Asphalt Pvmt Type D 3" Surface Milling 3" Asphalt Pvmt Type D Sewer: 1,989 LF 8" Sewer Pipe PVC (SDR-26) w/acceptable backfill 102 LF 8" Sewer Carrier Pipe (DI) by Hand Tunnel CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 3 of 4 13 EA 4' Manhole 102 LF 48" Tunnel Liner Plate By Hand Tunnel 1,566 LF 4' Wide Asphalt Pvmt Repair, Residential 788 LF 4' Wide Composite Pvmt Repair, Residential 524 SY Conc. Pvmt Repair, Residential 37 VF Liner — 4' Sewer MH (Warren or Chesterton Coating) 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://fortworthtexas.bonfirehub.com/portall?tab=openOpportunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https://fortworthtexas.bonfirehub.cgm/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: December 18, 2025 TIME: 11:00 AM Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. 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. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 4 of 4 AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. ADVERTISEMENT DATES December 10, 2025 December 17, 2025 END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 CITY OF FORT WORTH Water Department Water & Sanitary Sewer Replacement Contract 2021, WSM-E City Project No. 103751 ADDENDUM NO.7 Unit 1: Water Improvements Unit 2: Sanitary Sewer Improvements ADDENDUM RELEASE DATE: April 21, 2026 REVISED BID RECEIPT DATE: April 23`d, 2026 INFORMATION TO BIDDERS: This Addendum, forms part of the Plans, Contract Documents & Specifications for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below, in the proposal (SECTION 00 41 00) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for Water & Sanitary Sewer Replacement Contract 2021, WSM-E, City Project No. 103751 are hereby revised by Addendum No. 7 as follows: 1. Construction plans have been modified as follows: • Sheet 9A: Adjustment to the concrete shapes. 2. Project Manual section 00 11 13 INVITATION TO BIDDERS shall be replaced with section 00 11 13 INVITATION TO BIDDERS last revised February 8d`, 2024, attached to this addendum. Revised INVITATION TO BIDDERS reflects an updated General Description of Work. Project Manual section 00 41 00 BID FORM shall be replaced with section 00 41 00 BID FORM, attached to this addendum. Revised BID FORM reflects updated Prequalification Categories. 4. Project Manual section 00 42 43 PROPOSAL FORM shall be replaced with section 00 42 43 PROPOSAL FORM attached to this addendum. Changes include: • Revised Bid Quantity for Unit 1: Remove Conc Pvmt Conc Pvmt Repair, Residential Conc Pvmt Repair, Arterial/Industrial Temporary Asphalt Pvmt Repair (2" HMAC on 6" Flexible Base) CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised April 21, 2026 Addendum - 7 Project Manual section 00 45 12 PREQUALIFICATION STATEMENT shall be replaced with section 00 45 12 PREQUALIFICATION STATEMENT, attached to this addendum. Revised PREQUALIFICATION STATEMENT reflects an updated Prequalification. 6. Project Clarification Response 1 Contractors will not be required to replace full panels underneath composite (concrete base with asphalt surface) streets. Quantities revised to remove unnecessary amounts. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised April 21, 2026 Addendum - 7 This Addendum No. 7 forms part of the Specifications & Contract Documents for the above referenced project and modifies the original Project Manual & Contract Documents of the same. Acknowledge your receipt of Addendum No. 7 by completing the requested information at the following locations: (1) In the space provided in Section 00 41 00, Bid Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED AND ACKNOWLEDGED ADDENDUM NO. 7" A signed copy of Addendum No. 7 should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of Addendum No. 7 could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. Addendum No. 7 RECEIPT ACKNOWLEDGEMENT: Chris Harder P.E. Director, Water Dept. �` By: f -o a �-�s. By: f2rTony Sholola, P.E. Company: Assistant Director, Water Dept. Address: City: State: 7A END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised April 21, 2026 Addendum - 7 00 11 13 INVITATION TO BIDDERS Page 1 of 4 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of Water & Sanitary Sewer Replacement Contract 2021, WSM-E ("Project") will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project until 2:00 P.M. CST, Thursday, April 23, 2026. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST at New City Hall (NCH); Room MZ10_12, 100 Fort Worth Trail, Fort Worth, TX 76102. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non -responsive. No late bids/proposals shall be accepted. Bids delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 2 of 4 Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Water: Alternate A: 2,436 LF 24" Concrete AWWA C303 Water Pipe 1,925 LF 24" Concrete AWWA C303 Water Pipe (Restrained Joints) 91 LF 36" Concrete AWWA C303 Water Pipe (Restrained Joints) 1 LS C303 Fittings 76 LF 48" Casing By Other Than Open Cut or 48" Tunnel Liner Plate by Hand Tunneling Alternate B: 2,436 1,925 91 15 76 LF 24" DIP Water LF 24" DIP Water (Restrained Joints) LF 36" DIP Water TON Ductile Iron Water Fittings w/ Restraint LF Base Bid: 222 LF 120 LF 2,578 LF 6,321 LF 6 EA 1 LS 1 LS 257 LF 211 LF 690 LF 3,004 699 961 8,552 1,560 100 33 118 36,041 36,041 11,997 11,997 LF LF LF LF SY SY Ton EA SY SY SY SY 48" Casing By Other Than Open Cut or 48" Tunnel Liner Plate by Hand Tunneling 16" PVC Water Pipe 16" PVC Water Pipe (Restrained Joints) 12" PVC Water Pipe (DR -14) 8" PVC Water Pipe (DR -14) 24" Gate Valve w/ Vault Cathodic Protection (Design) Cathodic Protection (Construction) 6' Wide Asphalt Pvmt Repair, Residential 6' Wide Asphalt Pvmt Repair, Arterial 6' Wide Asphalt Pvmt Repair (Brick), Arterial 6' Wide Composite Pvmt Repair, Residential 4' Wide Asphalt Pvmt Repair, Residential 4' Wide Asphalt Pvmt Repair (Brick), Arterial 4' Wide Composite Pvmt Repair, Residential Conc. Pvmt Repair, Residential Conc. Pvmt Repair, Arterial Ductile Iron Water Fittings w/Restraint 1" Water Service 2" Surface Milling 2" Asphalt Pvmt Type D 3" Surface Milling 3" Asphalt Pvmt Type D Sewer: 1,989 LF 8" Sewer Pipe PVC (SDR-26) w/acceptable backfill 102 LF 8" Sewer Carrier Pipe (DI) by Hand Tunnel CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 3 of 4 13 EA 4' Manhole 102 LF 48" Tunnel Liner Plate By Hand Tunnel 1,566 LF 4' Wide Asphalt Pvmt Repair, Residential 788 LF 4' Wide Composite Pvmt Repair, Residential 524 SY Conc. Pvmt Repair, Residential 37 VF Liner — 4' Sewer MH (Warren or Chesterton Coating) 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://fortworthtexas.bonfirehub.com/portall?tab=openOpportunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https://fortworthtexas.bonfirehub.cgm/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: December 18, 2025 TIME: 11:00 AM Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. 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. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 4 of 4 AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. ADVERTISEMENT DATES December 10, 2025 December 17, 2025 END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 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: Water & Sanitary Sewer Replacement Contract 2021, WSM-E City Project No.: 103751 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 41 00 Bid Proposal Workbook - Addendum 7 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 and Renewal, 36 -inches and smaller b. Auger Bore or Hand Tunnel, 48 -inch diamater and smaller c. Sewer Collection System, Urban/Renewal, 8 -inches and smaller d. Sanitary Sewer Manhole/Structure Interior Lining (Warren or Chesterton) e. Asphalt Paving Construction/Reconstruction, (15,000 Square Yards and Greater) f. Concrete Paving Construction/Reconstruction (Less than 15,000 Square Yards) 7 h. - 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 850 Cal days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. Small Business Forms (required at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 41 00 Bid Proposal Workbook - Addendum 7 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 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 $1,040,000.00 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 41 00 Bid Proposal Workbook - Addendum 7 00 42 43 BID PROPOSAL Pagel of3 SECTION 00 42 43 PROPOSAL FORM 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 la* 3311.0681 24" Concrete AWWA C303 Water Pipe 33 11 13 LF 2436 $0.00 1b* 3311.0651 24" DIP Water 33 11 10 LF 2436 $0.00 2a* 3311.0684 24" Concrete AWWA C303 Water Pipe (Restrained Joints) 33 11 13 LF 1925 $0.00 2b* 3311.0654 24" DIP Water (Restrained Joints) 33 11 10 LF 1925 $0.00 3a* 3311.0874 36" Concrete AWWA C303 Water Pipe (Restrained Joints) 33 11 13 LF 91 $0_00 3b* 3311.0854 36" DIP Water Restrained Joints 33 11 10 LF 91 $0.00 4a* 3311.0021 C303 Fittings 34 11 13 LS 1 $0.00 4b* 3311.0001 Ductile Iron Water Fittings w/ Restraint 35 11 11 TON 15 $0.00 5a* 3305.1108 48" Casing By Other Than Open Cut 33 0522 LF 76 $0.00 5b* 3305.1303 48" Tunnel Liner Plate B Other Thanen Cut 05 21, 34 05 LF 76 $0.00 *Contractor to provide Unit Price/Bid for only one of the pipe material alternatives for items 1, 2, 3 and 4. DO NOT PROVIDE UNIT PRICE/BID FOR EACH ALTERNATIVE. *Contractor to provide Unit Price/Bid for only one of item 5, either 48" Casing or Tunnel Liner Plate. DO NOT PROVIDE UNIT PRICE/BID FOR EACH ALTERNATIVE. 6 3305.2007 24" Water Carrier Pipe 33 05 24 LF 76 $0.00 7 3311.0561 16" PVC C905 Water Pipe 33 11 12 LF 222 $0.00 8 3311.0564 16" PVC C905 Water Pipe (Restrained Joints 33 11 12 LF 120 $0.00 9 3311.0554 16" DIP Water (Restrained Joints) 33 11 10 LF 59 J $0.00 $0.00 $0.00 $0.00 10 3311.0461 12" PVC Water Pie (DR -14) 34 11 12 LF 2 578 11 3311.0261 8" PVC Water Pipe (DR -14) 33 11 12 LF 6,321 12 3305.2002 8" Water Carrier Pipe (DI) 33 05 24 LF 26 13 3311.0161 6" PVC Water Pipe (DR -14) 34 11 12 LF 219 $0.00 14 3305.1003 20" Casing By Open Cut 33 0522 LF 26 $0.00 15 3312.3008 24" Gate Valve w/ Vault 33 12 20 EA 6 $0.00 16 3312.3006 16" Gate Valve w/ Vault 33 1220 EA 3 $0.00 $0.00 $0.00 $0.00 17 3312.3005 12" Gate Valve 33 1220 EA 10 18 3312.3003 8" Gate Valve 33 1220 EA 31 19 3312.3002 6" Gate Valve 33 1220 EA 15 20 3312.6003 8" Blow Off Valve 34 1260 EA 4 $0.00 21 3312.1002 2" Combination Air Valve Assembly for Water w/Vault 33 12 30 EA 2 $0.00 22 3332.10044" Combination Air Valve Assembly for Water wNault 33 1230 EA 4 $0.00 23 3312.0001 Fire Hydrant and Extension 33 12 40 EA 14 $0.00 24 3305.0005 12" Waterline Lowering 33 05 12 EA 5 $0.00 25 3305.0003 8" Waterline Lowering 3305 12 EA 4 $0.00 26 3304.0002 Cathodic Protection (Design) 33 04 12 LS 1 U _ $0.00 27 3304.0002 Cathodic Protection (Construction) 33 04 12 LS 1 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 28 3201.0113 6' Wide As halt Pvmt Re air Residential 32 01 17 LF 257 29 3201.0123 6' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 211 30 3201.0111 4' Wide Asphalt Pvmt Repair, Residential 32 0117 LF 699 31 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 33 0117 SY 1,061 32 3201.0202 Asphalt Pvmt Repair Beyond Defined Width Arterial 33 01 17 SY 282 33 0241.1000 Remove Conc Pvmt 0241 14 SY 1,660 34 3201.0614 Cone Pvmt Repair, Residential 3201 29 SY 1 560 35 3201.0616 Cone Pvmt Repair, Arterialllndustrial 32 01 29 SY 100 36 3216.0302 11" Cone Valley Gutter, ArteriaUlndustrial 32 16 13 SY 58 37 3201.0400 Temporary Asphalt Paving Repair (2" HMAC on 6" Flexible Base) 32 0118 LF 5,000 38 0241.1506 2" Surface Milling 0241 15 SY 36 041 39 3212.0301 2" Asphalt Pvmt Type D 32 12 16 SY 36,041 40 0241.1507 3" Surface Milling 0241 15 SY _j7 41 3212.0302 3" Asphalt Pvmt Type D 32 12 16 SY 11,997 42 3213.0403 8" Concrete Driveway 32 1320 SF 90 43 3214.0200 Brick Pvmt Repair 32 14 16 SY 100 $0.00 44 0241.1300 Remove Cone Curb&Gutter 0241 14 LF 538 $0.00 45 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 1,111 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 46 3217.0101 6" SLD Pvmt Marking HAS 32 17 23 LF 804 47 3217.0103 6" BRK Pvmt Marking HAS 32 1723 LF 2,240 48 3217.0102 6" SLD Pvmt Markin HAS Y ) 32 17 23 LF 8 584 49 3217.0301 12" SLD Pvmt Markin FIAE (W) 32 17 23 LF 120 50 3217.0302 12" SLD Pvmt Markin HAE Y 32 17 23 LF 44 51 3217.0501 24" SLD Pvmt Marking HAE (W) 32 17 23 LF 468 52 3217.0502 Preformed Thermoplastic Contrast Markings - 24" Crosswalk 32 1723 LF 955 53 3217.2001 Raised Marker TY W 32 17 23 EA 121 54 3217.2002 Raised Marker TY Y 32 17 23 EA 237 55 3305.0109 Trench Safety 33 05 10 LF 14,819 56 3311.0001 Ductile Iron Water Fittin s w/ Restraint 33 11 11 TON 22 57 3312.2204 2" Private Water Service 33 12 10 LF 24 58 3312.2201 2" Water Service, Meter Reconnection 33 12 10 EA 11 $0.00 59 3312.2203 2" Water Service 33 12 10 EA 12 $0.00 60 3312.2104 1 1/2" Private Water Service 33 12 10 LF 8 $0.00 61 3312.2101 1 1/2" Water Service, Meter Reconnection 33 12 10 EA 4 $0.00 62 3312.2103 1 1/2" Water Service 33 12 10 EA 4 $0.00 63 3312.2004 1" Private Water Service 33 12 10 LF 236 $0.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00 41 00 Bid Proposal Workbook -Addendum 7 Revised 9/3(1/2021 00 42 43 BID PROPOSAL Page 2 of3 SECTION 00 42 43 PROPOSAL FORM 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 64 3312.2001 1" Water Service, Meter Reconnection 33 12 10 EA 97 $0.00 65 3312.2003 1" Water Service 33 1210 EA 118 $0.00 66 3312.0108 Connection to Existing 24" Water Main 33 12 25 EA 1 $0.00 67 3312.0106 Connection to Existing 16" Water Main 33 1225 EA 1 $0.00 $0.00 $0.00 68 3312.0117 Connection to Existin 4"-12" Water Main 33 12 25 EA 32 69 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 200 70 3305.0203 Imported Embedment/Backfill, CLSM 33 05 10 CY 200 $0.00 71 3305.0204 Imported Embedment/Backfill, Crushed Rock 33 05 10 CY 200 $0.00 72 3305.0207 Imported Embedment/Backfill, Select Fill 33 05 10 CY 200 $0.00 73 3291.0100 Topsoil 3291 19 CY 6 $0.00 74 3292.0100 Block Sod Placement 3292 13 SY 50 $0.00 75 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 10 $0.00 76 3304.0101 Temporary Water Services 33 0430 LS 1 $0.00 77 0241.1118 4"-12" Pressure Plug 0241 14 EA 1 78 0241.1109 24" Pressure Plug 02 41 14 EA 1 $0.00 79 0241.1111 36" PressurePlug 0241 14 EA 2 $0.00 80 0241.1001 Water Line Grouting 0241 14 CY 25 $0.00 81 0241.1218 4"-12" Water Abandonment Plug 0241 14 EA 40 $0.00 82 0241.1302 Remove 6" Water Valve & Salvage 0241 14 EA 16 $0.00 83 0241.1303 Remove 8" Water Valve & Salvage 0241 14 EA 7 $0.00 84 0241.1304 Remove 10" Water Valve & Salvage 0241 14 EA 4 $0.00 85 0241.1305 Remove 12" Water Valve & Salvage 02 41 14 EA 14 $0.00 86 0241.1352 Remove 18" Water Valve & Salvage 0241 14 EA 1 $0.00 87 0241.1602 Remove Concrete Water Vault 02 41 14 EA 1 $0.00 88 0241.1510 Remove Fire H drant & Salva e 0241 14 EA 14 $0.00 89 3213.0301 4" Conc Sidewalk 32 1320 SF 300 $0.00 90 0241.0100 Remove Sidewalk 0241 13 SF 300 $0.00 91 3471.0001 Traffic Control (Install) 34 71 13 MO 24 $0.00 92 3471.0003 Traffic Control Details 34 71 13 EA 1 $0.00 93 3125.0101 SWPPP >1 acre 31 2500 LS 1 $0.00 94 0171.0101 ConstructionStaking 01 71 23 LS 1 $0.00 95 0171.0102 As -Built Survey (Redline) 01 71 23 LS 1 $0.00 96 3305.0110 Utility UtilityMarkers 33 05 26 LS 1 $0.00 97 3305.0111 Valve Box Adjustment w/ Concrete Collar 33 05 14 EA 64 $0.00 98 3305.0107 Manhole Adjustment, Minor 34 05 14 EA 15 $0.00 99 0170.0101 Specified Remobilization 01 7000 EA 5 $0.00 100 9999.0001 Construction Allowance (Water) 01 71 23 LS 1 $150,000.00 $150,000.00 101 9999.0002 Miscellaneous Utility Adjustment (Irrigation) LS 1 $10,000.00 $10,000.00 102 9999.0003 6' Wide Asphalt Pvmt Repair (Brick), Arterial 32 0117 LF 690 $0.00 103 9999.0004 4' Wide Asphalt Pvmt Repair (Brick), Arterial 33 01 17 LF 961 $0.00 104 9999.0005 6' Wide Composite Pvmt Repair, Residential 32 01 17 LF 3 004 $0.00 105 9999.0006 4' Wide Composite Pvmt Repair, Residential 32 01 17 LF 8,552 $0.00 Sub -Total Unit 1 - Water Improvements $160,000.00 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 PVC (SDR-26) w/ acceptable backfill 33 1110, LF 1,989 $0.00 2 3331.4120 8" DIP Sewer Pipe, CSS Backfill 33 11 10 LF 85 $0.00 3 3305.3002 8" Sewer Carrier Pipe (DI) 33 11 10, LF 102 $0.00 4 3305.1303 48" Tunnel Liner Plate B Other Than O en Cut 33 05 21 LF 102 $0.00 5 3331.3101 4" Sewer Service w/ 2 -way cleanout 3331 50 EA 26 $0.00 6 3331.3105 4" Private Sewer Service 33 31 50 LF 170 $0.00 7 3331.3201 6" Sewer Service 33 31 50 EA 1 $0.00 8 3339.1001 4' Manhole 33 39 10, EA 13 $0.00 9 3339.1002 4' Drop Manhole 3339 10, EA 1 $0.00 10 3339.1003 4' Extra Depth Manhole 333910, VF 10 $0.00 11 3339.0003 Liner - 4' Sewer MH (Warren or Chesterton) 33 3960 VF 37 $0.00 12 0241.1506 2" Surface Milling 0241 15 SY 450 $0.00 13 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 450 $0.00 14 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 205 $0.00 15 3213.0301 4" Conc Sidewalk 32 1320 SF 50 $0.00 16 3201.0112 5' Wide Asphalt Pvmt Repair, Residential w/ 2:27 Conc Base 32 01 17 LF 152 $0.00 0.00 $0.00 $0.00 17 3201.0111 4' Wide Asphalt Pvmt Repair, Residential 32 01 17 LF 1,566 18 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, Residential 32 01 17 SY 235 19 3201.0400 Temporary Asphalt Paving Repair (2" H 4AC on 6" Flexible Base) 32 0118 LF 526 20 3213.0400 5" Concrete Driveway 32 13 20 SF 100 $0.00 21 3213.0403 8" Concrete Driveway 32 1320 SF 50 $0.00 22 3201.0614 Conc Pvmt Re air Residential 32 01 29 SY 691 $0.00 23 3301.0001 Pre -CCTV Inspection 33 01 31 LF 1,151 $0.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00 41 00 Bid Proposal Workbook -Addendum 7 Revised 9/3(1/2021 00 42 43 BID PROPOSAL Page 3 of3 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's. Proposal Unit 2 - Sanitary Sewer Improvements Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 24 3301.0002 Post -CCTV Inspection 33 01 31 LF 2 176 $0.00 25 3301.0003 Final -CCTV Inspection 33 01 31 LF 2,176 $0.00 26 3301.0004 Final MH-CCTV Inspection 3301 31 EA 14 $0.00 27 3301.0101 Manhole Vacuum Testing 3301 30 EA 14 $0.00 28 3305.0109 TrenchSafety 33 05 10 LF 2 074 $0.00 29 3305.0112 Concrete Collar 33 05 17 EA 11 $0.00 30 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 185 $0.00 31 3305.0203 Imported Embedment/Backfill, CLSM 33 05 10 CY 135 $0.00 32 3305.0204 Imported Embedment/Backfill, Crushed Rock 33 05 10 CY 135 $0.00 33 3305.0207 Imported Embedment/Backfill, Select Fill 33 05 10 CY 135 $0.00 34 3291.0100 Topsoil 32 91 19 CY 9 $0.00 35 3292.0100 Block Sod Placement 3292 13 SY 80 $0.00 36 3292.0400 Seeding, H dromulch 3292 13 SY 329 $0.00 37 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 10 $0.00 38 3471.0001 Traffic Control (Install) 34 71 13 MO 5 $0.00 39 3471.0003 Traffic Control Details 34 71 13 EA 1 $0.00 40 3125.0101 SWPPP _> 1 acre 31 2500 LS 1 $0.00 41 0241.1300 Remove Cone Curb&Gutter 02 41 14 LF 205 $0.00 42 0241.2001 Sanity Line Groutin 0241 14 CY 29 $0.00 43 0241.2108 18" Sewer Abandonment Plug 0241 14 EA 6 $0.00 44 0241.5001 Abandon Manhole 0241 14 EA 1 $0.00 45 0241.0500 Remove Fence 0241 13 LF 142 $0.00 46 3231.0113 ' Chain Link Steel 32 31 13 LF 10 $0.00 47 3231.0412 6' Fences, Wood 32 31 29 LF 40 $0.00 48 3231.0131 4'Wrought t Iron Fence 32 31 13 LF 63 $0.00 49 3231.0133 6' Wrought Iron Fence 32 31 13 LF 9 $0.00 50 3110.0102 6"-12" Tree Removal 31 10 00 EA 7 $0.00 51 3110.0103 12"-18" Tree Removal 31 10 00 EA 1 $0.00 52 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 13 $0.00 53 0171.0101 ConstructionStaking 01 71 23 LS 1 $0.00 54 0171.0102 As -Built Survey (Redline) 01 71 23 LS 1 $0.00 55 3305.0110 Utility Markers 33 05 26 LS 1 $0.00 56 3305.0107 Manhole Adjustment Minor 34 05 14 EA 14 $0.00 57 0170.0101 Specified Remobilization 01 7000 EA 5 $0.00 58 9999.0002 Construction Allowance (Sewer) 01 71 23 LS 1 $100,000.00 $100,000.00 59 9999.0003 Masonry Fence LF 20 $0.00 60 9999.0004 Tree Protection 31 10 00 EA 1 $0.00 61 9999.0005 Temp Fence LS 1 $0.00 $0.00 62 9999.0006 4' Wide Composite osite Pvmt Repair, Residential 32 0117 LF 778 Sub -Total Unit 2- Sanitary Sewer Improvements $100,000.00 Bid Summary Unit 1: Water Improvements $160,000.00 Unit 2: Sanitary Sewer Improvements $100,000.00 Total Unit (1 + Unit 2) $260,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 00 41 00 Bid Proposal Workbook -Addendum 7 Revised 9/3(1/2021 0045 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, Urban and Renewal, 36 -inches and smaller Auger Bore or Hand Tunnel, 48 inch diamater and smaller Sewer Collection System, Urban/Renewal, 8 -inches and smaller Sanitary Sewer Manhole/Structure Interior Lining (Warren or Chesterton) Construction/Reconstruction, (15,000 Square Yards and Concrete Paving Construction/Reconstruction (Less than 15,000 Square Yards) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: By: (Signature) Title: Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 09/30/2021 00 41 00 Bid Proposal Workbook - Addendum 7 0005 15- 1 ADDENDA Page 1 of 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 SECTION 00 05 15 ADDENDA END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 00 11 13 INVITATION TO BIDDERS Page 1 of3 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of Water & Sanitary Sewer Replacement Contract 2021, WSM-E ("Project") will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/portaU?tab=openOpportunities, under the respective Project until 2:00 P.M. CST, Thursday, January 15, 2026. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST at New City Hall (NCH); Room MZ10_12, 100 Fort Worth Trail, Fort Worth, TX 76102. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https://fortworthtexas.bonfirehub.com/portaU?tab=openOpportunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non -responsive. No late bids/proposals shall be accepted. Bids delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 2 of 3 Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Water: Alternate A: 4,361 LF 24" Concrete AWWA C303 Water Pipe 91 LF 36" Concrete AWWA C303 Water Pipe 1 LS C303 Fittings Alternate B: 4,361 LF 24" DIP Water 91 LF 36" DIP Water 15 TON Ductile Iron Water Fittings w/ Restraint Base Bid: 342 LF 16" PVC Water Pipe 2,568 LF 12" PVC Water Pipe (DR -14) 6,301 LF 8" PVC Water Pipe (DR -14) 6 EA 24" Gate Valve w/ Vault 76 LF 48" Casing By Other Than Open Cut 1 LS Cathodic Protection 9,917 LF 4' Wide Asphalt Pvmt Repair, Arterial 200 SY Conc. Pvmt Repair, Residential 1500 Sy Cone. Pvmt Repair, Arterial 33 Ton Ductile Iron Water Fittings w/Restraint 118 EA 1" Water Service Sewer: 1,989 LF 8" Sewer Pipe PVC (SDR-26) w/acceptable backfill 101 LF 8" Sewer Carrier Pipe (DI) by Hand Tunnel 13 EA 4' Manhole 101 LF 48" Tunnel Liner Plate By Other Than Open Cut 2,344 LF 4' Wide Asphalt Pvmt Repair, Arterial 524 SY Cone. Pvmt Repair, Residential 37 VF Liner — 4' Sewer MH (Warren or Chesterton Coating) 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 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 3 of 3 The Bidding and Contract Documents may be examined or obtained via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=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: December 18, 2025 TIME: 11:00 AM Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. 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 December 10, 2025 December 17, 2025 END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised 2/08/24 00 21 13 INSTRUCTIONS TO BIDDERS Page 1 of 9 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms 1.1. Capitalized terms used in these INSTRUCTIONS TO BIDDERS are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making electronic Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. Bidders or their designated subcontractors are required to be prequalified for the work types requiring prequalification as per Sections 00 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms seeking pre -qualification, must submit the documentation identified in Section 00 45 11 on Section 00 45 13 PREQUALIFICATION APPLICATION at least seven (7) calendar days prior to Bid opening for review and, if qualified, acceptance. The subcontractors listed by a Bidder on 00 45 12 must be prequalified for the appropriate work types. Subcontractors must follow the same timelines as Bidders for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to be rejected. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated September 1, 2025 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 00 21 13 INSTRUCTIONS TO BIDDERS Page 2 of 9 Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: https://www.fortworthtexas. og v/departments/tpw/development/cfw-departments-tpw- contractors under Division 00 - General Conditions and as follows: 3.1.1. Paving — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding.aspx?QS=4d00804b 133b408a85a69323548dda25 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding.aspx?QS=e43c4239775f4b2583552cO29c6a 1 ed2 3.1.3. Water and Sanitary Sewer — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding. aspx?QS=4fc66ff8c3 6c4cO29d542d4e55114e8d 3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low bidder for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule to assist the City in evaluating and assessing the ability of the apparent low bidder to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 3.5. N/A 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated September 1, 2025 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 00 21 13 INSTRUCTIONS TO BIDDERS Page 3 of 9 4.1.1. Shall examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Shall consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. N/A 4.1.5. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.6. Is advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.7. Should perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.8. Shall determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal or bid is prima-facie evidence that the Bidder has made the investigations, examinations and tests herein required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated September 1, 2025 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 00 21 13 INSTRUCTIONS TO BIDDERS Page 4 of 9 4.1.9. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.1.10. Indicate their intent to bid by selecting "yes" in the Procurement Portal under the Intent to Bid section. You must indicate your intent to bid to be able to submit a bid to the City. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.2.4. Standard insurance requirements, coverages and limits. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated September 1, 2025 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 00 21 13 INSTRUCTIONS TO BIDDERS Page 5 of 9 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Contract Documents. 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right- of-way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City electrically through the Vendor Discussions section under the respective Project via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities on or before 2 p.m., the FRIDAY prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications shall be posted under the respective Project via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated September 1, 2025 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 00 21 13 INSTRUCTIONS TO BIDDERS Page 6 of 9 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. 7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and return the Contract Documents within 14 days after the Notice of Award conveying same, City may consider Bidder to be in default, rescind the Notice of Award and act on the Bid Bond. Such action shall be City's exclusive remedy in the event Bidder is deemed to have defaulted. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until after the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 01 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Small Business Ordinance No. 27832-08-25, the City has established a goal for the participation of small businesses for City contracts $100,000 or greater. See Section 00 45 41 for the Project Goal and additional requirements. Failure to comply may render the Bidder non- responsive. 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated September 1, 2025 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 00 21 13 INSTRUCTIONS TO BIDDERS Page 7 of 9 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents. 12.2. All blanks on the Bid Form must be completed and the Bid Form signed electronically or signed in ink and scan. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices for which the Bidder proposes to do the work contemplated or furnish materials required. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted electronically in the Procurement Portal on the prescribed Bid Form, provided with the Bidding Documents, prior to the time indicated in the Advertisement or INVITATION TO BIDDERS. 14. Withdrawal of Bids CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated September 1, 2025 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 00 21 13 INSTRUCTIONS TO BIDDERS Page 8 of 9 14.1. Bids submitted electronically may be withdrawn prior to the time set for bid opening via the Procurement Portal hops://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities. 15. Opening of Bids Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for a minimum of 90 days or the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder. City reserves the right to waive informalities not involving price, contract time or changes in the Work and award a contract to such Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. In addition to Bidder's relevant prequalification requirements, City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103751 Revised/Updated September 1, 2025 00 21 13 INSTRUCTIONS TO BIDDERS Page 9 of 9 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated September 1, 2025 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 00 35 13 CONFLICT OF INTEREST STATEMENT Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exercise discretion in the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. You are urged to consult with counsel regarding the applicability of these forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded from the links provided below. Form CIO (Conflict of Interest Questionnaire) (state.tx.us) https://www.eth ics.state.tx. us/data/forms/conflict/CIS. pdf ❑ CIQ Form does not apply ❑ CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form does not apply RI CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: William J Schultz Inc dba Circle C Construction Comp 500 W Trammell Avenue Fort Worth, Texas 76140 END OF SECTION By: Teresa S Skelly Signature: a cs5;/ Title: President CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 24, 2020 2026-04-21 - 00 41 00 Bid Proposal Workbook - Addendum 7.xlsx 00 41 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: Water & Sanitary Sewer Replacement Contract 2021, WSM-E City Project No.: 103751 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICA rICN DOCUMENTS Revised 9/30/2021 2026-04-21 - 00 41 00 Bid Proposal Workbook - Addendum 7.xlsx 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 and Renewal, 36 -inches and smaller b. Auger Bore or Hand Tunnel, 48 -inch diamater and smaller c. Sewer Collection System, Urban/Renewal, 8 -inches and smaller d. Sanitary Sewer Manhole/Structure Interior Lining (Warren or Chesterton) e. Asphalt Paving Construction/Reconstruction, (15,000 Square Yards and Greater) f. Concrete Paving Construction/Reconstruction (Less than 15,000 Square Yards) g. - h. - 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 850 Cal days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. Small Business Forms (required at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2026-04-21 - 00 41 00 Bid Proposal Workbook - Addendum 7.xlsx Revised 9/30/2021 004100 BID FORM Page3of3 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 Bid 7. Bid Submittal This Bid is submitted on April 23, 2026 Respectfully submitted, By: _ a f (Signature) Teresa S Skeliv (Printed Name) Title: President Company: William J Schultz Inc dba Circle C Construciton Compa Address: 500 W Trammell Avenue Fort Worth, Texas 76140 State of Incorporation: Texas Email: t.skelly@circiecconstruction.com Phone: 817-293-1863 END OF SECTION by the entity named below. Receipt Is acknowledged of the following Addenda: Initial Addendum No. 1: 7LS Addendum No. 2: Addendum No. 3: Addendum No. 4: s'S VJJ Ap 7 Trss Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9130/2021 202604.21 - 00 41 00 Bid Proposal Workbook -Addendum 7.xisx 004243 11ID PNMY)SAL Pap< I or) SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Inrommlion Bidders Proposal Unit I - Water Improvements Btdlbt No. Ilmt Description Specification Section No. Se 33 11 13 Unitof Measure LF p Bid 2436 Unit Prigs $ 350.00 Bid Value $852,600.00 la' 3311.0681 24" ConcreteAWWAC303 WaterPi 1b• 3311.065124' DIP Water 33 11 10 IF 2436 $0.00 2a' 3311.0684 24" Concrete AWWA C303 Water Pipe iRestrained Joinlal 33 11 13 LF 1925 S 400.00 $770,000.00 2b" 3311.0654 24" DIP Water (Restrained Joints) 331110 LF 1925 50.00 3a' 3311.0874 36" Concrete AWWA C303 Water PipeIRestrained Joint.! 33 11 13 LF 91 S 1,500.00 $136,500.00 3b' 3311.0854 36" DIP Water (Restrained Joints) 33 11 10 IF 91 $0.00 4a' 3311.0021 C303 Filtines 34 11 13 LS I $ 350,000.00 $350,000.00 4h' 3311.0001 Ductile Iron WaterFittin's w/ Restraint 35 11 11 TON 15 $0.00 $152.000.00 S' 1105 1 109 4x" Casin: U+ Other than ( Ion C'm 33 0522 l.P 'h 5 : 1441(0) Sb' 3305.IMt3 48" Tunnel I incr Plalc B Other 1 hen Open Cut 0521.341)5 1J 16 S0 00 'Contractor to pmvide Unit Price/Did for only one of the pipe material altamatiecs for items 1, 2, 3 and 4. 'Contractor to pf-wide Unit Pric&Wid for on], roe of(lent 5 eidter48"CasinoorTunnelLinerPlate. 1)O DI l �r tT PROVIDI: NOTPROVIDHUNICP UNIT PlUE'RID PJBID FOR NCH ALTEINiATIVE REAC11A(.TERNATIVE, $500.00 $200.00 $300.00 $400.00 S14500 $10500 $200.00 $110.00 $350.00 $55,000.00 $50,000.00 $4,00000 $2,250.00 $1,850.00 $28,500.00 $15,500.00 $40,000.00 $8,500.00 $8,500.00 $5,800,00 $60,000.00 $80,000.00 5110.00 $13500 $7500 $7500 575 00 $(2.00 $12500 $15000 $135.00 $3200 5410 $2075 $600 $31 00 $30.00 $175.00 $15.00 $65.00 $1000 S1000 $1000 $10.00 $10.00 $1500 $5500 $10.00 $1000 $1.00 $15,500.00 $125.00 $1,200.00 $2,750.00 $125.00 $1,200.00 $2,200.00 $125.00 $38,000.00 $44,400.00 $36,000.00 $23,600.00 $373.81000 S663,705.00 $5,200.00 $24,090.00 $9,100.00 $330,000.00 $150,000.00 $40.00000 $69,76000 $27,750.00 $114,000.00 $31,000.00 $160,000.00 $119,000,00 $42,500.00 $23,200.00 $60,000.00 $80,000.00 $28,270 00 $28.48500 $52 425 00 S79.57500 $2115000 $19.02000 5195.00000 $15.00000 $7,830.00 $160.000.00 $147./68 10 $747.850 75 $7198200 $371.907 00 $2,700.00 $17.500.00 $8,070.00 $72,215.00 $8.04000 $22.40000 585,84000 $1,20000 $44000 $7,02000 $52 525 00 $121000 $2.37000 $14,819.00 $341,000.00 $3,000.00 $13,200.00 $33,000.00 $1,000.00 $4,800.00 $8,800.00 $29,500.00 6 3305.2007 24" Water Carrier l'i - 33 05 24 LF 76 7 3311.0561 16" PVC 0905 Water Pi • 3311 12 LF 222 8 3311.0564 16" PVC C905 Water Pipe (Restrained Joints) 33 1112 LF 120 9 3311.0554 16" DIP Water I Restrained Joints 1 33 11 10 LF 59 It) 3311.0461 12"PVC 11alerl'i' DR -I4, 34 11 12 LF 2,379 II 3311.0261 9"PVC "WatrgPty.IDR-14i 331112 Lf 6.321 12 3305.2002 8" Water Carrier Pi (DI) 33 05 24 LF 26 13 3311.0161 6" PVC WaterPi DR -141 34 11 12 LF 219 14 3305.1003 20" Casing By a •n Cut 33 05 22 LF 26 IS 3312.3008 24" Gate Valve w/ Vault 33 12 20 EA 6 16 3312.3006 16" Gate Valve w/ Vault 33 12 20 EA 3 17 .13123005 12"(late Valve 331220 LA ID IX 3312.31103 9" Gate Volvo 33 12 20 EA 31 19 3312.3002 6" Gate Valve 33 1220 BA 15 20 3312.6003 8" Blow Of Valve 34 12 60 EA 4 21 3312.1002 2" Combination Air Valve Assemblv for Water wNault 33 1230 EA 2 22 3332.1004 4" Combination Air Valve Assemblt for Water wNault 33 12 30 EA 4 23 3312.0001 Fire Hydrant and Extension 33 12 40 EA 14 24 3305,0005 12" Waterline Lowerine 33 05 12 EA $ 25 3305.0003 8" Waterline Lowering 33 05 12 EA 4 26 3304.0002 Cathodic Protection (Design? 3304 12 LS I 27 3304.0002 Cathodic Protection (Construction) 3304 12 1S 1 28 12111.11113 (i Wide As )halt 1'vml Rr air Residential 32 111 17 FL 257 29 3201O123 6' Wide As halt 1'ytnl Rv aie Arterial 32111 17 II' 211 3O 3201.0111 4' Widc Aseltah Penn Re it Residential 32')! 17 1.1 699 31 3201.(1201 As dtall l's nit Reroir Rgsond Dclined Width Rcsida'ntial -1301 17 sl 11161 32 3201.0202 Asnhali 1'vmt Re air Itc and Ucftnrd Width. Arterial 33 U1 17 141 281 1660 33 0241.1000Remoe('utn'1'unl 0'4114 Sl' 34 32(11.1)614 ('one Punt Remir. Residential 321)1 29 >l' 1,560 35 .3201.0616 ('one 1'yatl (c r'iir Arterial Indu,wal 321)1 29 SY 100 36 3216.0302 11" Cone Valley Gutter, ArtcriaVlndustrial 32 16 13 SY 58 37 3201.040(1 1 entpeisi Asphalt E'm inu Repair t2" I IVtAI' on 6" Ilexihte Ilasc i 32 01 19 1.1' 5 00)) 38 (1241.15(16 2"Surface \tilling 0241 15 SY 36.041 39 32120301 2" Asphalt I'+int T D 32 11 16 SY 36.041 40 0241.1507 T" Surlitcc Milling 0241 IS Sl' 11 997 41 2.0302 3" Asphalt l'vnrt 1 tsw U 32 12 16 Si 11.997 42 3213.0403 8" Concrete Driveway 32 13 20 SF 90 43 3214,0200 Brick Pyral. Repair 321416 SY 100 44 0241.1300 Remove Conc Curb&Guttcr 02 4114 LF 538 45 3216.0101 6" Cnnc Curb and Gutter 32 16 13 LF 1.111 46_ 4 4k 3217.01(11 b"SLDIhnnMnrkiacHAS1WI 321723 1.F 804 3217.0103 6"11R(;I'sn1,MarkineII\~.111'1 321723 II' 2240 3217.1)102 6"SU)1'snilM:ukincllAS.Vi 321723 LI' X,554 49 3217.0301 12"SID)I,%nHMnrkiw-II.\I iWi 321723 IF 12(I 50 3217.0302 12" 51 13 I1%na Mtarktw I L\I • Y, 32 1723 Lh 44 51 3217.0501 24"SI_DI'rmt6larkiu lRI •11 321723 IF 468 52 321 7.0502 Prelornx•d 7 hennu dastiy ('onnaa Slarkintn 24" Crosswalk 32 723 1.1' 955 53 3217.2001 Ruined Marker TV \V 32 1- 23 FA 121 54 3217.20(12 RaisedlMarkcr IY Y 32 1723 LA 237 55 3305.0109 Trench Safets 3305 10 LF 14.819 56 3311,0001 Ductile Iron Water Fittins w Restraint 33 11 11 11,5 22 57 3312.2204 2" Private Water Service 33 12 10 LF 24 58 3312.2201 2" Water Service, Meter Reconnection 33 12 10 EA Il 59 3312.2203 2" Water Service 33 12 10 EA 12 60 3312.2104 1112" Private Water Service 33 12 10 LF 8 61 3312.2101 I 1/2" Water Service, Meter Reconnection 33 12 It) BA 4 62 3312.2103 11/2" Water Service 33 12 10 EA 4 63 3312.2004 1" Private Water Service 33 12 10 LF 236 ('rn'urt KI WORTH STANDARD t'ONSI1IIK'i KIN SPEC'lS'AIJIN txe'InIENt5 Reyi,o190a'2P11 10!)4421.00410)) aid P"T,ml NMb.v,c •MdL A- 7,),., 004243 6a2 PROPOSAL AFe2of3 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Yro;eei Item Information Hidders Proposal Unit I - Water Improvements Bidlist ![car No. Description Specification Section No Unit of Measure Bid Quantity Unit Price $1,200.00 $1,500.00 320.000.00 $12,500.00 $4,000.00 $200.00 $250.00 $35.00 £35.00 $65.00 $15.00 $1,500.00 $250,000.00 $2.50000 $10,000.00 $12,500.00 $250.00 $1,000.00 $500.00 $500.00 £500.00 $500.00 $2,000.00 $2,000.00 $1,500.00 $26.00 $10.00 $4,500.00 $15,000.00 $35,000.00 $26,000.00 $25,000.00 $5,000.00 $1,250.00 $2,500.00 $15,000.00 $150,000.00 $10,000.00 S250.00 $19500 $210.00 $195.00 Bid Value $116.400.00 $177.000.00 $20.000.00 $12,500.00 $128.000.00 $40,000.00 $50,000.00 $7,000.00 $7,000.00 $390.00 $750.00 $15,000.00 $250,000.00 $2.50000 $10,000.00 $25,000.00 $8,260.00 $40,000.00 $8,000.00 $3,500.00 $2,000.00 $7,000.00 $2,000.00 £2,000.00 $21,000.00 $7,500.00 $3,000.00 $108,000.00 $16,000.00 $35,000.00 £25,000.00 $25,000.00 $5,000.00 $80,000.00 $37,500.00 $75,000.00 $150,000.00 510.000.00 64 3312.20011" Water Service. Meter Reconnection 331210 EA 97 65 3312.20031"Writer Service 331210 33 1225 EA PA 118 I 66 3312.0108 Connection to Existinc 24" Water Main 67 3312.0106 Connection to Existinc 16" Watcr Main 33 1225 BA 1 68 3312.0117C'onnecliontoFsistinc4"-12"WaterMain 331225 EA 12 69 3305.0202 Imported Embedmenl/Backftll CSS 3305 10 CY 200 70 3305.0203 Im rrted EmbedntcntBackfill. CLSM 33 05 10 CY 200 71 3305.0204 Lu ported Embedment/Backfitl. Crushed Rock 3305 10 CY 200 72 3305.0207 Imported Emhedntcnt/Backfill, Select Fill 3305 10 CY 200 73 __ 3291.0100 Topsoil 3291 19 CY 6 74 3292.0100 Block Sod Placement 32 92 13 SY 50 75 3305,0103 Ex )loralon Excavation of Existinc Utilities 33 05 30 PA 10 76 3304.0101 Tem wren Water Services 33 04 30 LS 1 77 0241.1118 4"-1 r" Pr'ssare 1'lu (12 41 14 I' t 78 0241.110924" Pressure Plug 024114 EA 1 79 0241.1111 36" Pressure Plop 0241 14 EA 2 80 0241.1001 Water Line Groutin • 0241 14 CY 25 81 0241.1218 4"-12" WaterAbandomnentPlue 0241 14 EA 40 82 0241.1302 Remove 6" Water Valve & Salvaee 024114 EA 16 83 0241.1303 Remove 8" Water Valve & Salvage 0241 14 BA 7 84 0241.1304 Remove 10" Water Valve & Salvacc 0241 14 EA 4 85 0241.1305 Remove 12" Water Valve & Salvave 02 4114 EA 14 86 0241.1352 Remove 18" Water Valve & Salva y 0241 14 EA 1 87 0241.1602 Rcmovc Concrete Water Vault 02 41 14 FA 1 88 0241.1510 Remove Fire l[rdrant & Salvove 0241 14 EA 14 89 3213.0301 4" Cone Sidewalk 32 13 20 SP 300 90 0241.0100 Remove Sidewalk 0241 13 SF 300 91 3471.0001 Traffic Control ( Install) 34 71 13 MO 24 92 3471.0003 Traffic Control Details 3471 13 EA 1 93 3125.0101 SWPPP > I acre 31 25 00 LS 1 94 0)71.0101 Construction Stakiue 01 71 23 LS 1 95 0171.0102 As -Built Survey IRedline) 01 71 23 1.5 1 96 3305.0110 Utility Markers 33 05 26 LS 1 97 3305.0111 Valve Box Adjustment yvl Concrete Collar 3305 14 EA 64 98 3305.0107 Manhole AdjustmenMinor 340514 EA IS 99 0170.0101 Specified Remobilization 01 7000 BA 5 100 9999.0001 Construction Allowance 1Valet) 01 71 23 LS 1 101 9999.0002 Miscellaneous Utiliry Adjustment lrrieationl 1S 1 102 9999.41011.1 6' Wide Av )ILrlt Pvnit Repair IBricki Aetorial 32 (II (7 LF 5911 172.50000 103 9999.(1(1(14 4' Wide As dealt Print k - pair 1Bricki Arterial 33 01 17 LF 961 5187,39500 ID -0 99921)005 6Wide ('nrntxrsitr 1'n -nn Re) -air Rosidsnlial 32 01 17 LF 3.004 £630 840 00 105 9999,00064' Hide Cotn xlsite 1'y tat Re vlir. Residential 320111 LF 8.552 51,68764000 Sub -Total Unit 1 - Water Improvements $9,330-589:85 Unit 2- Sanitary Sewer Improvements Hidlist Item Be. Description Specification Section No. Unit or Measure Bid Quantity Unit Price Bid Value 1 3331.4115 8" ScwcrPipc PVC ISDR-26) w/ acct stable backfrll 33 1110, LF 1.989 $110.00 $175.00 $200.00 $1,600.00 $1,800.00 $200.00 $2,600.00 £8,500.00 $10.500.00 $450.00 $625.00 $1.10 $20.75 $05.00 $20.00 $95.00 $8500 $6500 $32.00 $36.00 $46.00 $35.00 $10.00 $218,790.00 $14,875.00 $20,400.00 $163.200.00 $46,800.00 $34,000.00 $2,500.00 $84,500.00 $10,600.00 $4,275.00 $23,125.00 $1,845.00 $9.337.60 $13,325.00 $1,000.00 $14.440.00 $133,110 00 $15,275.00 $16.832.00 $3.500.00 $2,250.00 $24,185.00 511,510,00 2 333l.41208"DIPScwerPipe.CSSBackfill 33 11 10 LF 85 3 3305.3002 8" Sewer Carrier Pi DI 1 33 1110. LF 102 4 3305.1303 48" Tunnel Liner Plate B • Other Than t)pro Cut 3305 21 1F 102 5 3331.3101 4" Sewer Service w/ 2 -way cleanout 333150 EA 26 6 3331.3105 4" Private Sewer Service 33 31 50 LP 170 7 3331.3201 6" Sewer Service 3331 50 EA 1 8 3339.1001 4' Manhole 333910, FA 13 9 3339.1002 4' Dro r Manhole 3339 10, EA I 10 3339.1003 4' Extra Depth Manhole 3339 10 VF 10 11 3339,0003 Liner - 4' Sewer MU (Warren or Chesterton! 33 3960 VF 37 12 0241.1506 2" Surface Milline 0241 15 SY 450 13 3212.0302 2" As rltalt Pvmt Tv D 32 12 16 SY 450 14 3216.0101 6" Cone Curb and Gutter 32 16 13 LF 205 15 3213.0301 4" Conic Sidewalk 32 1320 SF 50 16 3201.0112 5' Wide Asphalt Fruit Repair. Residential w/227 Cone Bose 3201 17 LF 152 17 32111.0111 4' Wide Avnhnll Psva Rr orir Residential 32 01 17 Lt l 566 I8 3201.0201 AcrbRlt l'ynrt Repair B ,and Uetined Width. Residential 32 01 17 SY 235 19 3201.0400 Tern pomp Asphalt Pavin • Repair r2" HMAC on 6" Flexible Base) 320118 JL 526 20 3213.0400 5" Concrete Driveway 32 1320 SF 100 21 3213.0403 8" Concrete Driveway 32 13 20 SF 50 22 3201.0614 Conic Pvmt Reir, Residential 3201 29 SY 691 23 3301.0001 Prc-CCTV 1nspetlion 33 01 31 LF jjj $11,591,681.85 t'iIY OF FORT WORTH STANOARI)CONSTRIC'Ih)N SPECarATION tpx'tnn^7lS aninet 9:30.2021 2m6 -'n -)t .00 41 00 aid Prupn l Wnttr''l. - AdArolum 7 xt„ 0342l) OW PROrUSAI rq, 3 r SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application — Projeel ltnn Infonintion __. — Iliddci, I'ropoR.l Unit I - Weler lmnrovements — Ilidlltr It,inNu pesai Iinn p S(wcIFico io„ SealonNo. 3301 31 Unllof Messue tB Old Quandb• 2.176 Unit Price $10.00 $10.00 $200.00 $200.00 $1.00 $850.00 $200.00 $250.00 $65.00 $85.00 $85.00 $26.00 $15.00 51,000.00 $2,500.00 $2,000.00 56,600.00 $10.00 $200.00 $4,600.00 $1.200.00 $16.00 $85.00 $86.00 $65.00 S100.00 $1,000.00 $1,600.00 $1,200.00 $5,000.00 $5,000.00 $5,000.00 $2,500.00 $15,000.00 $100,000.00 $150.00 $5,000.00 $3,500.00 $19500 Bid Value $21,700.00 $21,760.00 $2,800.00 $2,800.00 $2,074.00 $7,150.00 $37,000.00 $33.750.00 $8,775.00 $8,776.00 $685.00 $2,000.00 $4,935.00 510,000.00 $12,600.00 $2,000.00 $6,600.00 $2,050.00 $5,800.00 $27,000.00 $1,200.00 $2,130.00 $850.00 $2,600.00 $4,096.00 $900.00 $7,000.00 $1,600.00 $15,600.00 $5,000.00 $5.000.00 $5,000.00 $35,000.00 $76,000.00 $100,000.00 $3,000.00 $5,000.00 $3,600.00 $151,710.00 $1,613,473.60 24 25 1301.0002 Post -CCTV 1nsn:cllon _ 3301.0003 IYnsl•CCTVInaro-elfon 330131 330131 LF EA 2.176 14 26 _ _ 3301.0004 FinalMH-CCl'Vlnawciinn _ 3301.0101 MnnholcVaeuwnTcslfne 7305.0109 Trench S1fen 3305.0112 Concmio Collar 27 330130 EA 14 28 33 05 10 LB 2.074 29 330517 EA 30 _ 3305.0202 Imported EmbedmenUBaekfll. CSS 3305.0203 Im zoned EmbedmrnUBackfll CLRM 3305 10 CY _,,,jJ 185 31 3305 tO CY 13S 32 3305.0204 Iltl tinted EmbedmentlBackB11 Cmahed Rock 3305.0207 Im 'itedEmbednicntlBeck011 Select Fill 3291.0100 Topsoil 3292.0100 Block Sod Placement 33 05 10 CY 135 33 330510 CY 135 34 3291 19 CY 9 35 3292 13 SY 60 36 32 2.0400 Sccding.Hldromulch 329213 SY .329 37 38 3305.0103 ERplomton Excavation oClixtsiine lltilities 33 05 30 EA 10 3471.0001 Tragic Control linsiall1 34 71 13 MO 5 19 3471.0003 Traffic Control Details 3125.0101 SIVPPP >1 acre 3471 13 EA 1 40 312500 LS 1 41 0241.1300 RemoveConcCurb&Ouster 024114 LP 205 42 43 0241.2001 SanllamyUneGrouitne 024114 0241 14 CY lilt 29 6 0241.2108 I8" Sewer Abandmunent Plug! 44 0241.5001 Abandon Manhole 0241.0500 Remove Pence 02 41 14 EA i 45 0241 13 IF 142 46 3231.0113 6' Chain Unk. Steel 3231.0412 6' Fences. Wood 3231.01314' Wrouclit Iron Fence 3231 I3 LF 10 47 323129 lF 40 48 32 31 13 LF 63 49 3231.0 6' t eht Iron Fence 32 31 13 LF 9 50 51 3110.0102 6"-12" Tree Removal 31 10 00 EA 7 3110.0103 12"•18" Tree Removal 31 1000 EA I 52 0241.2201 Reniove4'SewerManhole __ 0241 14 EA 13 53 0171.0101 ConstmcltonStakine 01 71 23 M. I 54 0171.0102 As -Built Survey (Redline) 01 7123 LS I 55 3305.0110 Utilii Marken 33 05 26 IS I 56 3305.0107 Manhole Adluilment, Minor 3405 14 EA 14 57 0170.0101 S xeiricd Remobiliialion 01 70 00 EA S SS 9999.0002 Consuuclion Allowance (Sower) _ 01 7123 LS 1 59 9999.0003 MaroonFence LF 20 60 _ 9999.0004 Tree Protection 9999.0005 Temp Fence 31 1000 EA 1 61 [S 1 52 99V4 fIfIll5 4' Wide Coni ")sae I' ml Re air. he,ideotral 3_ 01 11 11 778 Sub•TolelUnit2-SaohanSewer Improvements 1114 Summa Unit 1: Waler Im rrovemcnu 59,330381.15 Un t I SailtanScwerlmprmrements $1.513.473.50 'total unit(1+ UnIt 510,8.14,055,35 $11,591,681.85 $13,105,155.35 •Z35^ C FiY OF FORT 330003 SIANDA3Ol ('ONS TRUCIOOi Sri C0 K'A'"ON DOCIRUMS Rn)M19'10^.u_•1 1026-03 1O 51,103 raid nry,4,111'.,1iVN. A4"d 7Mt MERCHANTS'%$, BONDING COMPANY. MERCHANTS BONDING COMPANY (MUTUAL) P.O. BOX 14498, DES MOINES, IOWA 50306-3498 PHONE: (800) 678-8171 FAX: (515) 243-3854 BID BOND PUBLIC WORK Bond No. N/A KNOW ALL PERSONS BY THESE PRESENTS: That William J. Schultz. Inc dba Circle C Construction Company P. O. Box 40328, Fort Worth. TX 76140 (hereinafter called the Principal) as Principal, and the Merchants Bonding Company (Mutual) (hereinafter called Surety), as Surety, are held and firmly bound to City of Fort Worth, 1000 Throckmorton Street. Fort Worth. Texas 76102 (hereinafter called the Obligee) in the full and just sum of 5% of Greatest Amount Bid Five Per Cent of Greatest Amount Bid Dollars good and lawful money of the United States of America, to the payment of which sum of money well and truly to be made, the Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Signed and dated this 15th day of January , 2026 THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the Principal for Construction of Water & Sanitary Sewer Replacement Contract 2021, WSM-E City Project No. 103751 according to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award, and shall give bond for the faithful performance thereof with the Merchants Bonding Company ((Mutual) , as Surety, or with other Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay to the Obligee the damages which the Obligee may suffer by reason of such failure, not exceeding the penalty of this bond, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be duly signed and sealed. Witness: tWitnes/ John A. Miller William J. Schultz, Inc. dba Circle C Construction Company Principal By /e/'A �cs'i Teresa S. Skelly, President Merchants Bon n ompany (Mutual) By Sheryl A. Klutts(Attorney-in-Fact CON 0333 (2/15) MERCHMsii k BONDING COMPANYn POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and April 27, 2024 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015 and amended on April 27, 2024. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." 'The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 29th day of July ' 2024 .,••"""•••• .•. •"••. MERCHANTS BONDING COMPANY (MUTUAL) P` O aQ\\1G •CQ�A•• MERCHANTS NATIONAL BONDING, INC. •'' �� KpQR' e0 ;• O• gP09 . q . dib/a MERCHANTS NATIONAL INDEMNITY COMPANY Q\2003 :4= a' 1933 'e: By c7Z7 t7% •• J� ••t;iy' \1a: President STATE OF IOWA •.•,••.ir•.•,,•• •... • .. • COUNTY OF DALLAS ss. On this 29th day of July 2024 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. �vRlA�S Penni Miller z Commission Number 787952 • • My Commission Expires IOWA January 20, 2027 Notary Public (Expiration of notary's commission does not invalidate this instrument) I, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand ai �y : pf�PQR.q•. O'. -0- o10� 2003 L� a 1933 C: Secretary •� .s. ,,. POA 0018 (6/24) "" id affixed the seal of the Companies on this 15th day of January , 2026 PO4 • 'V �r,yc: • MERCHAN'\ BONDING COMPANY. MERCHANTS BONDING COMPANY (MUTUAL) • MERCHANTS NATIONAL BONDING, INC. P.O. Box 14498 • DES MOINES, IOWA 50306-3498 - (800) 678-8171 - (515) 243-3854 FAX Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) / Merchants National Bonding, Inc. P.O. Box 14498 Des Moines, Iowa 50306-3498 (515) 243-8171 (800) 678-8171 Physical Address: 6700 Westown Parkway, West Des Moines, Iowa 50266 SUP 0073 TX (2/15) 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of are not required to underbid resident bidders. , our principal place of business, B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. O BIDDER: William J Schultz Inc dba Circle C Construction Company 500 W Trammell Avenue Fort Worth, Texas 76140 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 By: Teresa S Skelly /QcS (Signature) Title: President Date: 23 -Apr -26 2026-04-21 - 00 41 00 Bid Proposal Workbook - Addendum 7.xlsx 0045 11 -1 BIDDERS PREQUALIFICATIONS Page 1 of3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. A Bidder or their designated subcontractors are required to be prequalified or 5 have applied for prequalification by the City for the work types requiring prequalification 6 prior to submitting bids. To be considered for award of contract the Bidder must submit 7 Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with 8 their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed 9 must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with 10 the requirements below. The information must be submitted seven (7) days prior to the 11 date of the opening of bids. Subcontractors must follow the same timelines as contractors 12 for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at 13 the time bids are opened and reviewed may cause the bid to be rejected. 14 15 16 The prequalification process will establish a bid limit based on a technical evaluation and 17 financial analysis of the contractor. For example, a contractor wishing to submit bids on 18 projects to be opened on the 7th of April must file the information by the 31st day of March 19 in order to eligible to work on these projects. In order to facilitate the approval of a Bidder's 20 Prequalification Application, the following must accompany the submission. 21 a. A complete set of audited or reviewed financial statements. 22 (1) Classified Balance Sheet 23 (2) Income Statement 24 (3) Statement of Cash Flows 25 (4) Statement of Retained Earnings 26 (5) Notes to the Financial Statements, if any 27 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 28 of Incorporation, Articles of Organization, Certificate of Formation, LLC 29 Regulations, and Certificate of Limited Partnership Agreement). 30 c. A completed Bidder Prequalification Application. 31 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 32 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 33 number visit the Texas Comptroller of Public Accounts online at the 34 following web address www.window.state.tx.us/taxpermit/ and fill out the 35 application to apply for your Texas tax ID. 36 (2) The firm's e-mail address and fax number. 37 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 38 is used by the City for required reporting on Federal Aid projects. The DUNS 39 number may be obtained at www.dnb.com. 40 d. Resumes reflecting the construction experience of the principles of the firm for firms 41 submitting their initial prequalification. These resumes should include the size and 42 scope of the work performed. 43 e. Other information as requested by the City. 44 45 2. Prequalification Requirements 46 a. Financial Statements. Financial statement submission must be provided in 47 accordance with the following: 48 (1) The City requires that the original Financial Statement or a certified copy 49 be submitted for consideration. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised August 13, 2021 0045 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility for Award of Contract 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised August 13, 2021 0045 11 - 3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to 2 perform the prequalified work types until the expiration date stated in the letter. 3 8 END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised August 13, 2021 004512 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, Urban and Renewal, 36 -inches and Circle C Construction Company 4/30/2026 smaller Auger Bore or Hand Tunnel, 48 Circle C Construction Company 4/30/2026 inch diamater and smaller Sewer Collection System, Urban/Renewal, 8 -inches and Circle C Construction Company 4/30/2026 smaller Sanitary Sewer Manhole/Structure Interior Ace Pipeline 4/30/2026 Lining (Warren or Chesterton) Construction/Reconstruction, Reynolds Asphalt 4/30/2026 (15,000 Square Yards and The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: William J Schultz Inc dba Circle C Construciton Company 500 W Trammell Avenue Fort Worth, Texas 76140 0 END OF SECTION By: Teresa S Skelly (Signature) Title: President Date: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 09/30/2021 2026-04-21 - 00 41 00 Bid Proposal Workbook - Addendum 7.xlsx FORT WORTH® SECTION 00 45 13 PREQUALIFICATION APPLICATION Date of Balance Sheet Mark only one: Name under which you wish to qualify Post Office Box City Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address (required) City State Zip Code ( ) ( ) Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) Email/mail this questionnaire along with financial statements to the appropriate group below. A separate submittal is required for water/sewer, paving, and lighting: Work Category — Water Dept - Water/sewer Work Category — TPW Paving Work Category — TPW Ped/Rdwy Lighting john.kasavich(u)FortWorthTexas.gov TPW Prequalification(a)fortworthtexas. ogv cint.hoover(_fortworthtexas.gov Fort Worth Water Department Engineering and Fiscal Services Division 200 Texas St. Fort Worth, TX 76102 City of Fort Worth Transportation and Public Works Dept. 3741 SW Loop 820, Fort Worth, Texas 76133 Attn: Alicia Garcia City of Fort Worth TPW Transportation Management Attn: Clint Hoover, P.E. 5001 James Ave. Fort Worth, TX 76115 *Financial Statements must be mailed. Mark the envelope: "Bidder Prequalification Application" 004513-2 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 Water & SS Replacement Contract 2021, WSM-E CITY OF FORT WORTH City Project No. 103751 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 Water & SS Replacement Contract 2021, WSM-E CITY OF FORT WORTH City Project No. 103751 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 004513-4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT I NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in had: (a) As a General Contractor: construction work has your organization (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED LOCATION CITY -COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER *If requalifying only show work performed since last statement. 5. Have you ever failed to complete any work awarded to you? If so, where and why? 6. Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. Water & SS Replacement Contract 2021, WSM-E CITY OF FORT WORTH City Project No. 103751 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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. I 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 Water & SS Replacement Contract 2021, WSM-E CITY OF FORT WORTH City Project No. 103751 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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. Water & SS Replacement Contract 2021, WSM-E CITY OF FORT WORTH City Project No. 103751 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 0045 13 -7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 0045 13 -8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each 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. Water & SS Replacement Contract 2021, WSM-E CITY OF FORT WORTH City Project No. 103751 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 13, 2025 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page lot 2 1 2 3 4 5 6 7 8 9 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 103751. 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. 10 CONTRACTOR: 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Company Address Signature: Title: (Please Print) City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of __ for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ------------------ 20. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 day of Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 004526-2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 2 of 2 2 3 4 5 Notary Public in and for the State of Texas END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 E C . E l o '4, c d q a k x A A nn o E E p a :° v LL y a c C) o 33 ■- E N N z ro G) aoi U .a Cl) E U AC o fl ;3 O .0 ,NN � a o sz 0 H z a� z L.) U (I)� Cl) ti Zm a x z •� � 0 3 LL Z L 0 a '° O Z W z0 . am0a azm v.aam z 0 0 0) A) A) ti w C o o 1 — E A) a p R V V y •a 8 ,..d _. z A) A s o � C �° �' .di: in 00 O O � u ed LC CA C y O p O a C y U bd' m CA I. o N y aI •'-s Fw• b U CC) U a .° O Z o o IW N o W w wi z w � � I IU vWi W E�-I ai a H- 0 F c 4 G' z U U, z O U, WI O o 1 ce ee c yi o� U CA do O CA z C C 9 U, W U z 04 m O S N �^ c M N U U 4 z 0 Al 00 ' CO en CA U) O C, pr o r W QUI a, U N 0. k dy 0 0 Cli .fl JLA C d q W ate. U z,i = c.) a1 O O o M IO 00 N M O z a N h i1 A w rID 0 I n00 � �f Q 1 W w Q C z1. c as n 'C 7 0 CD 0 M 0 v 0 O O vi cIDo U Z-, WI0O C toIi U '0N- •y Q O �p 7 0o .-. 00 3 wi N N 0 •— A. b. Go Lei m 4 � GO U U O O O V) w L a W I -I a A = A I C a d A I `° '�, ro o 0 O o 0 0 O q. 0 Q a b o •a 6 O z au w u , QU� u L N CD O 0 U) U) F. a U I� z WI a I W H -1 i a U z d vi V! 0 U 0 U 1' 'a U 0 R. 4. w 0 vi a 0 U 0 O •o b 0 U 0 U a vi U 0 4. o - c LL CD 0 IC N 0 F z O H a U r 0 V .S O a a Fr U) ca U ca d L yr u C O Rr L GG r�i � rn Uo °w'�. bUa, �01 L 'u o q • r. U G a W a.as - a F a L C G l_ C L .C in .y. U •1 o ai u o a, 6) O z O O - 0 U a C a) C C C a) o a >. - b aao•?:d c c •E Ana • a 8 O Q G V V U ta, C s1 Ra a, a, O je La Cl) L9 N O • a C • .a c eu 4) E z C.) C 0 U CO a) ,r .Q M N Z ti d r = °O 0 .C 0 O U C s O U C � m �Z L3 0 E vl O1 u a C O 0 C EI ao N a O O a CD � N D N - C w cc 0 CD 0 CD 0) Q) a N 0 N a) 004541-1 SMALL BUSINESS ENTERPRISE GOAL Page 1 of 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 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 subc ctors as Small Businesses FAILURE TO COMPLY WITH THE CITY'S SMALL BUSINESS ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. 38 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 1, 2025 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 005243-1 Agreement Page 1 of 6 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on June 9, 2026, is made by and between the City of Fort Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and William J. Schultz, Inc. dba Circle C Construction Company, authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Water & Sanitary Sewer Replacement Contract 2021, WSM-E City Project Number 103751 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 Thirteen Million One Hundred Five Thousand One Hundred Fifty -Five and 35/100 Dollars ($13,105,155.35). Contract price may be adjusted by change orders duly authorized by the Parties. Article 4. CONTRACT TIME 4.1 Final Acceptance. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX The Work shall be 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 time is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City and the public will suffer from loss of use if the Work is not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding, the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City One Thousand Five Hundred Fifty Dollars ($1,550.00) for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A.The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: CITY OF FORT WORTH Water & Sanitary Sewer Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103751 Revised September 19, 2025 (effective September 1, 2025) 005243-2 Agreement Page 2 of 6 1. This Agreement. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table c. Insurance Certification Form (ACORD or equivalent) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. Small Business Utilization Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 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. ITSCTS1\Il10luQ1WTK 111WI 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. CITY OF FORT WORTH Water & Sanitary Sewer Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103751 Revised September 19, 2025 (effective September 1, 2025) 005243-3 Agreement Page 3 of 6 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the City. 7.3 Successors and Assigns. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability/Non-Waiver of Claims. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor. The failure of City or Contractor to insist upon the performance of any term or provision of this Agreement or to exercise any right granted herein shall not constitute a waiver of City's or Contractor's respective right to insist upon appropriate performance or to assert any such right on any future occasion. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Non -appropriation of Funds. In the event no funds or insufficient funds are appropriated by City in any fiscal period for any payments due hereunder, City will notify Vendor of such occurrence and this Agreement shall terminate on the last day of the fiscal period for which appropriations were received without penalty or expense to City of any kind whatsoever, except as to the portions of the payments herein agreed upon for which funds have been appropriated. CITY OF FORT WORTH Water & Sanitary Sewer Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103751 Revised September 19, 2025 (effective September 1, 2025) 005243-4 Agreement Page 4 of 6 7.8 Prohibition On Contracts With Companies Boycotting Israel. Contractor, unless a sole proprietor, acknowledges that in accordance with Chapter 2271 of the Texas Government Code, if Contractor has 10 or more full time -employees and the contract value is $100,000 or more, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contract, Contractor certifies that Contractor's signature provides written verification to the City that if Chapter 2271, Texas Government Code applies, Contractor: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. 7.9 Prohibition on Boycotting Energy Companies. Contractor acknowledges that in accordance with Chapter 2276 of the Texas Government Code, the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more, which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification from the company that it: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of the contract. The terms "boycott energy company" and "company" have the meaning ascribed to those terms by Chapter 2276 of the Texas Government Code. To the extent that Chapter 2276 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of this Agreement. 7.10 Prohibition on Discrimination Against Firearm and Ammunition Industries. Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas Government Code, the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification from the company that it: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate during the term of the contract against a firearm entity or firearm trade association. The terms "discriminate," "firearm entity" and "firearm trade association" have the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code. To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate against a firearm entity or firearm trade association during the term of this Agreement. CITY OF FORT WORTH Water & Sanitary Sewer Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103751 Revised September 19, 2025 (effective September 1, 2025) 005243-5 Agreement Page 5 of 6 7.11 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor employee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.12 No Third -Party Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no third -party beneficiaries. 7.13 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on -site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. 7.14 Small Business Utilization. Contractor shall not make any unjustified changes to its small business utilization as presented on the Small Business Utilization Form. Contractor's failure to abide by the commitments presented on the form or intentional and/or knowing misrepresentation of material facts regarding small business utilization shall be disallowed from bidding on future City of Fort Worth public works contracts for a period of time of not less than one year. CITY OF FORT WORTH Water & Sanitary Sewer Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103751 Revised September 19, 2025 (effective September 1, 2025) 005243-6 Agreement Page 6 of 6 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: William J. Schultz, Inc. dba City of Fort Worth Circle C Construction Company By� ! By: Signature Jesica McFachern Assistant City Manager ..Teresa S. Skelly 08/27/2026 (Printed Name) _ Date President Title Attest: KQ.t�.a/iL1%a. (,¢K�ceetri '°onnEXP ob� 500 W. Trammell- P. O. Box 40328 Address Jannette Goodall, City Secretary Fort Worth TX 76140 City/State/Zip Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX (Seal) M&C: 26-0421 Date: June 9.2026 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Tohn R. Kasavich John R. Kasavich (Jul 14, 2026 17:25:55 CDT) John Kasavich, P.E. Engineering Manager Appro� d s o Form and Legality: Douglas Black (Aug 19, 2026 11:31:09 CDT) Douglas W. Black Sr. Assistant City Attorney APPROVAL RECOMMENDED: /I YA,IIA cichislophor Harr (Jul 15, 206 07:17:18 CDT) Chris Harder, P.E., Director, Water Department CITY OF FORT WORTH Wafer cot &znitaly Sewer ltiprinceiiren( Cortlravi 2021, H'STf-C STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ('1W 103751 Revised September 19, 2025 (effective September 1, 2025) 0061 14-1 PAYMENT BOND Page I of 2 BOND NO. 101698446 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY TI IESE PRESENTS: 6 COUNTY OF TAItRANT § 7 That we, William J. Schultz,.Inc dba Circlk_C.Construction_Company , known as 8 "Principal" herein, and Merchants Bonding Company (Mutml) a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" 10 herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal. 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the penal Thirteen Million, One Hundred Five Thousand, One Hundred 12 sum of Fif -Five and 35/100******************************** Dollars 13 ($ *13,105,155.35**_ ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which suns well and truly be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 9 day of June, 2026, which Contract is hereby referred to and made a part hereof for all purposes 19 as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined 20 by law, in the prosecution of the Work as provided for in said Contract and designated as Water 21 and Sanitary Sewer Replacement Contract 2021, iiSM--E, City Project Number 103751. 22 NOW, THEREFORE, THE CONDITION OF ThHS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 2,1 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. 30 CITY OF FORT' WORTH R'c Ic:r ,L ,Srrnftary Sc Rer Rep1uccrneilt C.inrruc! 20' 1, ,'A1 -Ii STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103751 Revised December 8, 2023 0061 14-2 PAYMENT BOND Page 2 of 2 i IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 17th day of 3 June , 20 26 . PRINCIPAL: ATTEST: (Principal) Secretary Michele S. J.kford Witness as to Principal William ,l._$chultz,_Ine dha.__ Circle CCons cti n..Company _ BY: /�-c�s o a _ Signature Teresa S. Skelly. President .... Name and Title Address: 500 W. Trammell P. 0. Box 40328 Fort Worth, TX 76140 SURETY: Merchanjs B g_Company._.(Muhral)_ ATTEST: BY:...__... Signature Sheryl A. Klutts _ Attorney -in -Fact (Surety) (Surety) Secreta Name and Title Address: 6700 Westown Parkway West Des Moines_IA 5.0266_7754 Witness as to Surety John let Telephone Number: (800)_678-8171_ Email Address: shervlCaijohnamillerassocinc.com 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws 7 showing that this person has authority to sign such obligation. If Surety's physical address is 8 different from its mailing address, both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 END OF SECTION 12 CITY OF FORT WORTH ]f tiler & &,,Mary Sc+:'<:r I.c pkicemerti Contract 2021, tVSA1-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103751 Revised December 8, 2023 006113-1 PERFORMANCE BOND Page I of2 BOND NO. 101698446 SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY TI[ ESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, William J. Schultz, Inc. dba Circle C Construction Company_.._..._.., known as 8 "Principal" herein and Merchants Bondi Company Mutual)....__ a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly hound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal Thirteen Million, One Hundred Five Thousand, One Hundred Dollars 12 sum of, Fifty -Five and 35/_1.00 `* *********'<******* <********** 13 ($_ **13,105,155.35** ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City awarded 18 the 9 day of June, 2026, which Contract is hereby referred to and made a part hereof for all purposes 19 as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined 20 by law, in the prosecution of the Work, including any Change Orders, as provided for in said 21 Contract designated as Water and Sanitary Sewer Replacement Contruct 2021, 13'SM--E, City 22 Project Number 103751 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 25 perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CITY OF FORT WORTH Water rt Sanitary.S.'?ser P.≥1?!ac r:nre+r; L <uuracr 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS r::'! N 103 ;71 Revised December S, 2023 0061 13-2 P1.rltFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 5 instrument by duly authorized agents and officers on this the 17th day of....— June 6 ,20 26 . 7 8 9 10 11 12 13 I4 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 ATTEST: t'Cl�s�a rod (Principal) Secretary Michele S. L r�kford Witness as to Principal PRINCIPAL: William J. Schultz,. Inc. dba___._ Circle C Construction Company.__ BY: �,c Go �► s ...._.._ _ Signature Teresa S. Skelly, President _ Name and Title Address: 500. W.._Trammeli_._....__...._........_._......... _ f..... ox_ 40328._ .._ Foil Worth, TX _76140.-_ __ SURETY: Merchant ding_Com a y (M 1 Si nature Sheryl_A. Klutts Attorney -in -Faces_ Name and Title Address: 6700 Wes town Parkway..__ West Des_ Moines,. 5Q?.fzfi-7754 Witness as to Surety John A. Mi er Telephone Number: (800) 678-8171 Email Address: sher 1 .�johnanvllerassosinc.com *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Water & Srnitrny:SNwer Rupluaunent C'unlract 2021, 'MM -E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS (.'PN 1(13731 Revised December 8, 2023 0061 19-1 MAIN"fENANCE BOND Pagc I of 3 BOND NO. 101698446 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 5 THE STATE OF TEXAS § 6 § KNOW ALL BY THESE PRESENTS: 7 COUNTY OF 'I'ARRANT § 8 That we William J. Schultz. Inc. dba Circle C C.onstnlction Company known as 9 "Principal" herein and Merchants BondingCompa _(Mu...h11fl_________—, a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" 11 herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 12 cor oration created pursuant to the laws of the State of Texas, known as "City" herein, in the sum Thirteen Million, One Hundred Five Thousand, 13 of One Hundred Fifty -Five_ and 35/J QQ********* _ Dollars ($ __ _ ** 13,105,155.35*.*...._..___-), 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 15 of which sum well and truly be made unto the City and its successors, we bind ourselves, our heirs, 16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the 9 day of June, 2026, which Contract is hereby referred to and a made part hereof for all purposes 20 as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined 21 by law, in the prosecution of the Work, including any Work resulting from a duly authorized 22 Change Order (collectively herein, the "Work") as provided for in said contract and designated as 23 Water and Sanitary Sewer Replacement Contract 2021, WSM-E, City Project Number 103751; and 24 25 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 26 accordance with the plans, specifications and Contract Documents that the Work is and will remain 27 free from defects in materials or workmanship for and during the period of two (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 or in part upon 31 receiving notice from the City of the need therefor at any time within the Maintenance Period. 32 CITY OF FORT WORTH :hater & L1aniiary Seller RCphice eni Conrrac:l 20:1, b6'Sif-1S STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 10?751 Revised September 19, 202.5 006119-2 MAINTENANCE: FIOND Page 2of3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH IY Frei &. Scm /wry S. wer Rejduceutrrfr Conu•acr 2621, JVS.A1-E> STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103/51 Revised September 19, 2025 006119-3 MAINTENANCE BOND Page 3 of 3 I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the _17th day of June 3 20 26 . 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 ATTEST: (Principal) Secretary Miche e S. Lank d — L Witness as to Principal ATTEST: PRINCIPAL: William J, Schultz, Inc.....dba........................__ _CirlC.;,._onstn.etion Company._ BY: cG�4 J' -CI Signature Teresa S. Skelly, Pre ident__ _ Name and Title Address: 5)0 W. Tramrlell_ _-- _ P.,.O...o.x 4.0.32$..._.........._.......... Fort Wor.I.h,..TX_16140 SURETY: Merchant .. ding Company.(l 11 4 Signature Sheryl A. Klutts, Attorney -in -Fact Name and Title _ Address: _ 6700 es.towa.P_nrkway. . (Sure Secretary West DesMines, IA_502_66-7754 Witness as to Surety John A. er Telephone Number: (800).678-8171 _ Email Address: s, heryic?jeuiamillerassocinc.coin *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Water & SanaarvSetrer Replacement Coninec(2721, WSAf-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS /0373/ Revised September 19, 2025 MERCHANT \ BONDING COMPANY,., POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa, d/b/a Merchants National Indemnity Company (in California only) (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, John A Miller; Sheryl A Klutts their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and April 27, 2024 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 16, 2015 and amended on April 27, 2024. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 29th day of July , 2024 •Q( •.•'. '•• MERCHANTS BONDING COMPANY (MUTUAL) •pNq<,.• • P� • a• O\N...... • . MERCHANTS NATIONAL BONDING, INC. ��j;•���1 Ipq yo�P0g9d/b/a MERCHANTS NATIONAL INDEMNITY COMPANY 1933 'c : Byc7z::, STATE OF IOWA •�� '} ��• •••.�;Y � President COUNTY OF DALLAS ss. On this 29th day of July 2024 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. hP�tA4S� Penni Miller (_(.� 0o Commission Number 787952 • 4. My Commission Expires IOWA January 20, 2027 Notary Public (Expiration of notary's commission does not invalidate this instrument) I, Elisabeth Sandersfeld, Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand a .•P� 10 Nq ''•. z PO R��d nd affixed the seal of the Companies on this 17th day of June , 2026 $!% a/&,&&Pl 2003 �; y 1933 c; Secretary •x'•.44 •......••;��, •.�'K,' '' ••' POA 0018 (6/24) •��''"' • • " MERCHANTS BONDING COMPANY,. MFRCI-IANTS BONGING COMPANY (MILLUAI) • MERCHANTS NATIONAL RONI)ING, INC. P.O. ROX 14498 • DES MOINES. IOWA 50306-3498 • (800) 678-8171 • (515) 243-3854 FAX Please send all notices of claim on this bond to: Merchants Bonding Company (Mutual) / Merchants National Bonding, Inc. P.O. Box 14498 Des Moines, Iowa 50306-3498 (515) 243-8171 (800) 678-8171 Physical Address: 6700 Westown Parkway, West Des Moines, Iowa 50266 SUP 0073 TX (2/15) 006125-1 CERTIFICATE OF INSURANCE Page I of 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 SECTION 00 6125 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 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..........................................................................................................1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology.................................................................................................................................. 6 Article2 — Preliminary Matters......................................................................................................................... 7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work.......................................................................................................................... 8 2.04 Before Starting Construction........................................................................................................ 8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting.............................................................................................................................. 8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 Article 3 — Contract Documents: Intent, Amending, Reuse............................................................................ 8 3.01 Intent.............................................................................................................................................. 8 3.02 Reference Standards...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies....................................................................................... 9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................11 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............................................................................................................................. 3 6 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 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 007200-1 GENERAL CONDITIONS Page 1 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 007200-1 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 party, City or Contractor exclusive of a Contract Claim. 25. Day or day — A day, unless otherwise defimed, 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 007200-1 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 007200-1 GENERAL CONDITIONS Page 6 of 63 62. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Substantial Completion — The stage in the progress of the Project when the Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69 Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 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 007200-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to the Public Meeting if scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary inform, 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 007200-1 GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse ofDocuments 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 007200-1 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 ofLands 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 007200-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 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 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5- BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates 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 007200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance ofBonds 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 007200-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 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 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A. 1, a proposed item of material or equipment will be considered functionally equal to an item so named 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 007200-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. 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 01 25 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 007200-1 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.B. 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.B. 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 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Small Business Goal Compliance: It is City policy to foster competition, expand the supplier base, and promote and encourage the participation of small business firms in the City's contracting opportunities. If the Contract Documents provide for a small business goal, Contractor shall comply with the City's Small Business Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a contracted small business and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted small businesses without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by the small business(es). Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for the disqualification of the Contractor to bid on future contracts with the City for a period of not less than one year. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 25 of 63 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st 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 007200-1 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 007200-1 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.B. 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 007200-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: https://comptroller.texas. gov/taxes/permit/ 6.12 Use of Site and OtherAreas 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 007200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 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 007200-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation ofProfessional 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 fmal 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 007200-1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended. • Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7- OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 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 007200-1 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 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be fmal (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 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 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 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.C 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.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 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 007200-1 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 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01. C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 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 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as fmal 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 fmal quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01. C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.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 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.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 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.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 11.01.A.6, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work 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 007200-1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 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 007200-1 GENERAL CONDITIONS Page 53 of 63 B. Review ofApplications: 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 fmal 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 007200-1 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 007200-1 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 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments for employees, subcontractors, and suppliers; and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 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 #20020-12-2011 established 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 007200-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 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.C or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become fmal 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 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 - MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 007200-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 1 of 6 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC -3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC -4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the fmal 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 12/02/2025: None 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. SC -4.01A.2, "Availability of Lands" CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 6 Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of 12/02/2025: EXPECTED UTILITY AND LOCATION OWNER TARGET DATE OF ADJUSTMENT Zayo Ellis Ave & 22nd St, Ellis Ave. & 25th St TBD ........................................................................._............................................................................................................................................................................_............................................._............................................................................................. AT&T TBD — In Design .......................................................:.....:_....:...:_..:..._..._.._...,......._.._..._...::._................_.._.........:......:_..:..._..._.._...,......:_.._..._...:.._................._.._.........:......:_..:..._..._.._.._..:_.._..._.........................................................._................. Spectrum TBD — In Review ...................._.................._._._..._.....-..._....._.....__...._...._....__.....__....._..._._._.......__......._._._..._.....__.....__...._..........__.....__.........._._._.......__......._._._..._.....__.....__..._....__.....__................_.................._...................................... Atmos TBD — In Review 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: Field Reports No. 1 to 11, dated 06/05/2024 to 7/10/2024, prepared by ECS Southwest, LLP, a sub - consultant of the City, providing additional information on pavement cores and subgrade lab tests. 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: TranSystems Corporation Consultants (3) Other: None SC -5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC -5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC -5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 6 SC -5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC -5.04B. Contractor's Liability Insurance under Paragraph GC -5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC -5.04C. Contractor's Liability Insurance under Paragraph GC -5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage SC -5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks. None. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 $Confirm Limits with Railroad $Confirm Limits with Railroad X Not required for this Contract Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 6 With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC -6.04., "Project Schedule" Project schedule shall be tier 3 for the project. SC -6.07 A.., "Duty to pay Prevailing Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2013 Prevailing Wage Rates (Heavy and Highway Construction Projects) A copy of the table is also available by accessing the City's website at: httas://aDDs.fortworthtexas.uov/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. SW3P CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 6 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: None SC -6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of 10/13/2025: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION TxDOT Utility Permit December 2025 SC -7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority None SC -8.01, "Communications to Contractor" None SC -9.01., "City's Project Manager" The City's Project Manager for this Contract is John R. Kasavich, P.E., or his/her successor pursuant to written notification from the Director of The Water Department. SC -13.03C., "Tests and Inspections" None SC -16.01C.1, "Methods and Procedures" None END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC -9.01., "City's Project Representative" wording changed to City's Project Manager. 3/9/2020 D.V. 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 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 19, 2025 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of 6 3/08/24 Michael Owen Removed revisions related to affidavit, as those changes have been made in General Conditions SC -5.02 Added notes to reviewer to delete Maintenance Bond if using TxDOT specifications 9/19/25 Michael Owen SC 6.20 Revised Contractors General Warranty and Guarantee language if using TxDOT specifications CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 19, 2025 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 0111 00- 1 SUMMARY OF WORK Page 1 of 3 SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised December 20, 2012 011100-2 SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised December 20, 2012 011100-3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3- EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised December 20, 2012 01 2500- 1 SUBSTITUTION PROCEDURES Page 1 of 4 SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 012975-1 MATERIALS ON HAND Page 1 of 3 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 29 75 MATERIALS ON HAND 5 A.This section should be used if payment is requested based on materials and equipment not 6 incorporated in the Work but delivered and suitably stored at the Site or at another 7 location agreed to in writing (Materials On Hand). 8 B. Payment for Materials On Hand (MOH) may be made for non-perishable materials that 9 are considered long lead-time items and have been approved for MOH payment. 10 1.2 SECTION INCLUDES: 11 A.Materials approved for MOH payment are as follows: 12 1. Water & Sewer Pipe greater than or equal to 24" diameter 13 2. Water Valves greater than or equal to 36" diameter 14 3. Reinforced Concrete Pipe greater than or equal to 84" diameter 15 4. Reinforced Concrete Box greater than or equal to 8' x 6' 16 5. Traffic Signal Poles, Masts, and Cabinets 17 6. Street Light Poles 18 B. Requirements for MOH 19 1. Materials must be stored on -site for a minimum of two (2) progress payment cycles 20 to qualify for MOH reimbursement. If materials are expected to be stored for a 21 shorter duration, MOH will not be paid. 22 2. For materials on Hand to be paid for, required submittal must been submitted and 23 approved. No MOH will be paid when MOH submittal have not been approved. 24 3. MOH must be stored in accordance with approved submittal requirements. 25 4. The contractor must maintain the proper insurance and retain the duty to protect the 26 materials per the included material specification or equipment per the 27 manufacturer's specifications. 28 C. The City may permit material storage at a third -party facility, provided the facility is 29 bonded and insured. Any off -site storage location must receive prior written approval 30 from the City Project Manager. A copy of the written approval must be included with the 31 corresponding pay application. 32 D.Deviations from this City of Fort Worth Standard Specification 33 1. None. 34 E. Related Specification Sections include, but are not necessarily limited to: 35 1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the 36 Contract 37 2. Division 1 — General Requirements CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 19, 2025 012975-2 MATERIALS ON HAND Page 2 of 3 1 1.3 PRICE AND PAYMENT PROCEDURES 2 A.Measurement and Payment 3 1. Measurement and Payment 4 a. The material furnished in accordance with the specific item for which MOH is 5 allowed shall be measured and paid by the Lump Sum. 6 2. The price shall include: 7 a. Invoiced Cost of material ONLY 8 1.4 REFERENCES [NOT USED] 9 1.5 ADMINISTRATIVE REQUIREMENTS 10 A.A Change Order will be necessary. It will deduct the Bill of Sale quantity from the 11 original Furnish and Install quantity and add two separate line items —one for Furnish 12 and one for Install —each with its corresponding pricing. 13 1.6 SUBMITTALS 14 A.Contractor shall submit a Bill of Sale for the materials on hand properly identifying the 15 Project which shall be attached to the pay application and applicable materials to be 16 circled or highlighted, properly added up and totaled in documentation. 17 B. Submittals shall be in accordance with Section 01 33 00. 18 C. All submittals shall be approved by the Engineer or the City prior to delivery and/or 19 fabrication for specials. 20 1.7 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 21 A. Written agreement for offsite storage location 22 1.8 CLOSEOUT SUBMITTALS [NOT USED] 23 A.Maintenance Contracts 24 B. Operation and Maintenance Data 25 C. Warranty Documentation 26 D.Record Documentation 27 1.9 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.10 QUALITY ASSURANCE 29 A.The City shall confirm that the material or equipment conforms to specifications and is 30 properly marked and secured. 31 B. City's decision on what quantity of received material is to be paid is fmal. 32 1.11 DELIVERY, STORAGE, AND HANDLING 33 A.Title to the materials on hand passes automatically to the City of Fort Worth upon 34 delivery. 35 B.The risk of loss for the material or equipment does not pass to the City until the 36 associated Work is accepted. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 19, 2025 012975-3 MATERIALS ON HAND Page 3 of 3 1 1.12 DELIVERY AND ACCEPTANCE REQUIREMENTS 2 A. Storage and Handling Requirements 3 B.Packaging Waste Management 4 1.13 FIELD [SITE] CONDITIONS [NOT USED] 5 A.Ambient Conditions 6 B.Existing Conditions 7 1.14 WARRANTY [NOT USED] 8 PART 2- PRODUCTS [NOT USED] 9 PART 3- EXECUTION [NOT USED] 10 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 19, 2025 013119-1 PRECONSTRUCTION MEETING Page 1 of3 1 2 3 PART1- GENERAL SECTION 0131 19 PRECONSTRUCTION MEETING 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 1, 2025 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 01 3119-2 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 01 32 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 cc. Record Drawings ff. Temporary construction facilities gg. Final Acceptance hh. Final Payment ii. Questions or Comments CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 1, 2025 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 9/1/2025 M Owen Deleted Section 1.4 B.5..hh, due to new Small Business Ordinance 13 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 1, 2025 013120-1 PROJECT MEETINGS Page 1 of 3 SECTION 0131 20 PROJECT MEETINGS 1.1 SUMMARY A. Section Includes: 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 013120-2 PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 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►`iIIJ a[W ITO01 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 1 of5 1 SECTION 0132 16.1 2 CONSTRUCTION SCHEDULE — BASELINE EXAMPLE 3 PART1- GENERAL 4 The following is an example of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the baseline for the project. This version of the 6 schedule is referred to as a "baseline" schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a baseline schedule. See CFW 8 Specification 01 32 16 Construction Schedule for details and requirements regarding the 9 Contractor's project schedule. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised August 13, 2021 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 2 of 5 co Q i O u: a O � ,n.lnil iI7TTZI nQi Q �F1 �F+• O Q U .a m ������mm2�2 ��m��mmmmmmmm-mmm-m� o W w O J O & S o �S o o o �"� o c N: J N o h ry M � 0 C m - I I I 0 ru a E d V V C(� ci a' OL P a 9 -� B- m o a s c $ Q m Q o a ro 5 s t a w d Q d a o O a: v m co a ZCL> cg r u] ❑ d r r rn w M p Cn C a € g N 9.!92 `°z � 6o b ���mm��mmmmmm L E zz 1L ' V oi z° I I I __ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 3 of 5 z r L � a r - : w -- IIIII_ - ---,1j O , • y$.� i'+ : C d o 0 0 0 0 0 0 o c N o 0 0 0 0 0 0 0 5E5 0 o 0 0 ET_ - � ��m O O ommo�� ono mmm mm�m�o m��c�i[siro ,� c m O U z❑ o o m m m m❑ oo z o❑❑ Q❑ m o o❑❑ 4 a a<`3 J a rr,, O 'O z , o d d d cb O 9❑ E z❑ L a E +� O ti a V V (O m �. - � O o a ry o O G ¢ �� pEE a�EEE ��� mE d U HH- d- U F_ HH li] Yn d U U f - LO O p� o m `�� im�mAXA o E O1 III 1 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised August 13, 2021 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 4 of 5 S o H z x Fil � O rrTT Qi yV" _5_5 5-5-5 5-5— 5-5-5 o I O U on ' z ❑ .C J m o0040080 L +� ii = V V o d a v E ) v z so IIO x Cg ff <L uS O p� 'F ru rn m m m E rn U DU III 1 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised August 13, 2021 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 5 of5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE - PROGRESS EXAMPLE Page 1 of5 1 SECTION 0132 16.2 2 CONSTRUCTION SCHEDULE — PROGRESS EXAMPLE 3 PART1- GENERAL 4 The following is an example of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the progress for the project. This version of the 6 schedule is referred to as a "progress" schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a progress schedule. See 8 CFW Specification 01 32 16 Construction Schedule for details and requirements regarding 9 the Contractor's project schedule. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised August 13, 2021 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE - PROGRESS EXAMPLE Page 2 of5 E-� co -------------------------------------------------------------------------------------------------------- Q -- Iii m I _LTL Teyrrtri —r • i, _____ ®� nh �S cn •A uS oI. 4 4 4 4 G 4 Q Oo o 0 0 0 0 tv o o o ry �ti �� o o ry o O /�•�,1 F•�•1 rl � �1I�•Q•y�� a a a a s in in 4 a 8 a< Q a o a �n cn c� 0 V m m i s Q i¢ i 0 0 0 Cl) ¢ ¢ o 0 o <<<ccc c ry cc M1 ty N Q o U o N o G ry a o o N mow' W o o o o p o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o C J C m •O �� 0 0 o M � � N ii 5) 0 E 9 V 0 IL a -� a. U o o a a c m E ro s o a o 5 o L a 6 g N m m m M M M m m {p M M m m m -< L � � V LL LL U 0 z° I I I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE - PROGRESS EXAMPLE Page 3 of 5 co A^ Q Q- N N n •u iti N •� ry ry N N cv ry .ti ry ry iti r0ce0rrccc000cN m 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4. x I 66 66 6b • G% Yi Yi O O Z d 4 G[ 0 G 0 0 0 z E Q 0 0 0 O O z 3 2 2 2 7 7 2 4 d m ry 0 te` o ry o 0 �ti o o 0 00 //•��' 000N00000000oN000000 w w w 0 rn 0 0 o 0 0 o 0 `u d i L L • I --I is 622 o000 00 V b b a 0 a G v b Q m a O z 0 d S O 0 0 0 0 z Ul [IJ UJ ry O z O 000< d d d d 0000 Cl) cv o ch N N ib J.I O : U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E J •O L +� �¢a N o ti zz_ u a - E 00 U U toCO cI � — O Q% I o c I Ed m d=EN L Q� is ry 3 d m B a I6d 3 ¢ O C G chi o dO 6 t O d— U O 0 u] o d jo — o O p� III = 1 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised August 13, 2021 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE - PROGRESS EXAMPLE Page 4 of 5 T O Q Ilr� o a� G D � �_hI�Y—�Lo� ^C m o p C� o o�� o z z❑ i,,,i Ci - od,�s�,soo`°GN—�r O Z fl cS I. � 0 r] M 1 o Z z M IH uy U Cl) v C m O � E N -- E ii C O N �{ C J�[ V E _ U 0 a E L a O t t 2 v o ° °' cg 83 y m sE ° yy _— U U¢ U U3i z iL L U 7 Q1 a7 ' C to o R o c m ici 3 F o m y LL C) III ii CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103%51 Revised August 13, 2021 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE - PROGRESS EXAMPLE Page 5 of5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 0132 16.3 —PROGRESS NARRATIVE Page 1 of 1 SECTION 01 32 16.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Contractor Company Name: City Project No: Contractor Schedule Contact: City Project Manager: P.. List OT activities cnangea in the reporting perioa. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) s. List any potential aeiays ana proviae mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) C. List any actual delays and provide recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) City of Fort Worth, Texas Construction Project Schedule Narrative Report for CFW Projects Revised August 13, 2021 Page 1 of 1 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page! of10 1 SECTION 0132 16 2 CONSTRUCTION SCHEDULE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 D. Purpose 16 The City of Fort Worth (City) is committed to delivering quality, cost-effective 17 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 18 properly structured schedule with accurate updates. This supports effective monitoring 19 of progress and is input to critical decision making by the project manager throughout 20 the life of the project. Data from the updated project schedule is utilized in status 21 reporting to various levels of the City organization and the citizenry. 22 23 This Document complements the City's Standard Agreement to guide the construction 24 contractor (Contractor) in preparing and submitting acceptable schedules for use by the 25 City in project delivery. The expectation is the performance of the work follows the 26 accepted schedule and adhere to the contractual timeline. 27 28 The Contractor will designate a qualified representative (Project Scheduler) responsible 29 for developing and updating the schedule and preparing status reporting as required by 30 the City. 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Payment 33 1. Work associated with this Item is considered subsidiary to the various items bid. 34 No separate payment will be allowed for this Item. 35 2. Non-compliance with this specification is grounds for City to withhold payment of 36 the Contractor's invoices until Contractor achieves said compliance. 37 1.3 REFERENCES 38 A. Project Schedules CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised October 6, 2023 01 32 16-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 1 Each project is represented by City's master project schedule that encompasses the 2 entire scope of activities envisioned by the City to properly deliver the work. When the 3 City contracts with a Contractor to perform construction of the Work, the Contractor 4 will develop and maintain a schedule for their scope of work in alignment with the 5 City's standard schedule requirements as defined herein. The data and information of 6 each such schedule will be leveraged and become integral in the master project 7 schedule as deemed appropriate by the City's Project Control Specialist and approved 8 by the City's Project Manager. 9 10 1. Master Project Schedule 11 The master project schedule is a holistic representation of the scheduled activities 12 and milestones for the total project and be Critical Path Method (CPM) based. The 13 City's Project Manager is accountable for oversight of the development and 14 maintaining a master project schedule for each project. When the City contracts for 15 the design and/or construction of the project, the master project schedule will 16 incorporate elements of the Design and Construction schedules as deemed 17 appropriate by the City's Project Control Specialist. The assigned City Project 18 Control Specialist creates and maintains the master project schedule in P6 (City's 19 scheduling software). 20 21 2. Construction Schedule 22 The Contractor is responsible for developing and maintaining a schedule for the 23 scope of the Contractor's contractual requirements. The Contractor will issue an 24 initial schedule for review and acceptance by the City's Project Control Specialist 25 and the City's Project Manager as a baseline schedule for Contractor's scope of 26 work. Contractor will issue current, accurate updates of their schedule (Progress 27 Schedule) to the City at the end of each month throughout the life of their work. 28 B. Schedule Tiers 29 The City has a portfolio of projects that vary widely in size, complexity and content 30 requiring different scheduling to effectively deliver each project. The City uses a 31 "tiered" approach to align the proper schedule with the criteria for each project. The 32 City's Project Manager determines the appropriate schedule tier for each project, and 33 includes that designation and the associated requirements in the Contractor's scope of 34 work. The following is a summary of the "tiers". 35 36 1. Tier 1: Small Size and Short Duration Project (design not required) 37 The City develops and maintains a Master Project Schedule for the project. No 38 schedule submittal is required from Contractor. City's Project Control Specialist 39 acquires any necessary schedule status data or information through discussions with 40 the respective party on an as -needed basis. 41 42 2. Tier 2: Small Size and Short to Medium Duration Project 43 The City develops and maintains a Master Project Schedule for the project. The 44 Contractor identifies "start" and "finish" milestone dates on key elements of their 45 work as agreed with the City's Project Manager at the kickoff of their work effort. 46 The Contractor issues to the City, updates to the "start" and "finish" dates for such 47 milestones at the end of each month throughout the life of their work on the project. 48 49 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised October 6, 2023 01 32 16-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 The City develops and maintains a Master Project Schedule for the project. The 2 Contractor develops a Baseline Schedule and maintains the schedule of their 3 respective scope of work on the project at a level of detail (generally Level 3) and in 4 alignment with the WBS structure in Section 1.4.H as agreed by the Project 5 Manager. The Contractor issues to the City, updates of their respective schedule 6 (Progress Schedule) at the end of each month throughout the life of their work on the 7 project. 8 C. Schedule Types 9 Project delivery for the City utilizes two types of schedules as noted below. The City 10 develops and maintains a Master Project Schedule as a "baseline" schedule and issue 11 monthly updates to the City Project Manager (end of each month) as a "progress" 12 schedule. The Contractor prepares and submits each schedule type to fulfill their 13 contractual requirements. 14 15 1. Baseline Schedule 16 The Contractor develops and submits to the City, an initial schedule for their scope 17 of work in alignment with this specification. Once reviewed and accepted by the 18 City, it becomes the "Baseline" schedule and is the basis against which all progress 19 is measured. The baseline schedule will be updated when there is a change or 20 addition to the scope of work impacting the duration of the work, and only after 21 receipt of a duly authorized change order issued by the City. In the event progress is 22 significantly behind schedule, the City's Project Manager may authorize an update 23 to the baseline schedule to facilitate a more practical evaluation of progress. An 24 example of a Baseline Schedule is provided in Specification 01 32 16.1 25 Construction Project Schedule Baseline Example. 26 27 2. Progress Schedule 28 The Contractor updates their schedule at the end of each month to represent the 29 progress achieved in the work which includes any impact from authorized changes 30 in the work. The updated schedule must accurately reflect the current status of the 31 work at that point in time and is referred to as the "Progress Schedule". The City's 32 Project Manager and Project Control Specialist reviews and accepts each progress 33 schedule. In the event a progress schedule is deemed not acceptable, the 34 unacceptable issues are identified by the City within 5 working days and the 35 Contractor must provide an acceptable progress schedule within 5 working days 36 after receipt of non -acceptance notification. An example of a Progress Schedule is 37 provided in Specification 01 32 16.2 Construction Project Schedule Progress 38 Example. 39 D. City Standard Schedule requirements 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised October 6, 2023 01 32 16-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Schedule Framework - The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Compliance with cost loading can be provided with traditional cost loading of line items OR a projected cost per month for the project when the initial schedule is submitted, updated on a quarterly basis is significant change is anticipated. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. E. Schedule File Name All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number_Project Name_Baseline Example: 101376 North Montgomery Street HMAC_Baseline • Progress Schedule File Name Format: City Project Number_Project Name_YYYY-MM Example: 101376 North Montgomery Street HMAC_2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number_Project Name_PN_YYYY-MM Example: 101376 North Montgomery Street HMAC_PN 2018_01 F. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water 48 G. Schedule Calendar CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised October 6, 2023 01 32 16-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 1 The City's standard calendar for schedule development purposes is based on a 5 -day 2 workweek and accounts for the City's nine standard holidays (New Years, Martin 3 Luther King, Memorial, Juneteenth, Independence, Labor, Thanksgiving, day after 4 Thanksgiving, and Christmas). The Contractor will establish a schedule calendar as 5 part of the schedule development process and provide to the Project Control Specialist 6 as part of the basis for their schedule. Variations between the City's calendar and the 7 Contractor's calendar must be resolved prior to the City's acceptance of their Baseline 8 project schedule. 9 10 H. WBS & Milestone Standards for Schedule Development 11 The scope of work to be accomplished by the Contractor is represented in the schedule 12 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 13 development of the schedule activities and shall be imbedded and depicted in the 14 schedule. 15 16 The following is a summary of the standards to be followed in preparing and 17 maintaining a schedule for project delivery. 18 19 1. Contractor is required to utilize the City's WBS structure and respective 20 project type template for "Construction" as shown in Section 1.4.H below. 21 Additional activities may be added to Levels 1 - 4 to accommodate the needs 22 of the organization executing the work. Specifically, the Contractor will add 23 activities under WBS XXXXXX.80.83 "Construction Execution" that 24 delineates the activities associated with the various components of the work. 25 26 2. Contractor is required to adhere to the City's Standard Milestones as shown 27 in Section 1.4.I below. Contractor will include additional milestones 28 representing intermediate deliverables as required to accurately reflect their 29 scope of work. 30 31 I. Schedule Activities 32 Activities are the discrete elements of work that make up the schedule. They will be 33 organized under the umbrella of the WBS. Activity descriptions should adequately 34 describe the activity, and in some cases the extent of the activity. All activities are 35 logically tied with a predecessor and a successor. The only exception to this rule is for 36 "project start" and "project finish" milestones. 37 38 The activity duration is based on the physical amount of work to be performed for the 39 stated activity, with a maximum duration of 20 working days OR a continuous activity 40 in one location. If the work for any one activity exceeds 20 days, break that activity 41 down incrementally to achieve this duration constraint. Any exception to this requires 42 review and acceptance by the City's Project Control Specialist. 43 44 J. Change Orders 45 When a Change Order is issued by the City, the impact is incorporated into the 46 previously accepted baseline schedule as an update, to clearly show impact to the 47 project timeline. The Contractor submits this updated baseline schedule to the City for CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised October 6, 2023 01 32 16-6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. 3. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. K. City's Work Breakdown Structure WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90. 10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure L. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised October 6, 2023 01 32 16-7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 1 Activity ID Activity Name 2 Design 3 3020 Award Design Agreement 4 3040 Issue Notice to Proceed - Design Engineer 5 3100 Design Kick-off Meeting 6 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, 7 Water & Sewer 8 3150 Peer Review Meeting/Design Review meeting (technical) 9 3160 Conduct Design Public Meeting #1 (required) 10 3170 Conceptual Design Complete 11 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, 12 Parks, Storm Water, Water & Sewer 13 3250 Conduct Design Public Meeting #2 (required) 14 3260 Preliminary Design Complete 15 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 16 Water & Sewer 17 3330 Conduct Design Public Meeting #3 (if required) 18 3360 Final Design Complete 19 ROW & Easements 20 4000 Right of Way Start 21 4230 Right of Way Complete 22 Utility Relocation 23 7000 Utilities Start 24 7120 Utilities Cleared/Complete 25 Construction 26 Bid and Award 27 8110 Start Advertisement 28 8150 Conduct Bid Opening 29 8240 Award Construction Contract 30 Construction Execution 31 8330 Conduct Construction Public Meeting #4 Pre -Construction 32 8350 Construction Start 33 8370 Substantial Completion 34 8540 Construction Completion 35 9130 Notice of Completion/Green Sheet 36 9150 Construction Contract Closed 37 9420 Design Contract Closed 38 39 1.4 SUBMITTALS 40 A. Schedule Submittal & Review 41 The City's Project Manager is responsible for reviews and acceptance of the Contractor's 42 schedule. The City's Project Control Specialist is responsible for ensuring alignment of 43 the Contractor's baseline and progress schedules with the Master Project Schedule as 44 support to the City's Project Manager. The City reviews and accepts or rejects the 45 schedule within ten workdays of Contractor's submittal. 46 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised October 6, 2023 01 32 16-8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 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 01 32 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised October 6, 2023 01 32 16-9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 B. M nthly Construction Status Report 2 The Contractor submits a written status report (referred to as a progress narrative) at the 3 monthly progress meeting (if monthly meetings are held) or at the end of each month to 4 accompany the Progress Schedule submittal, using the standard format provided in 5 Specification 01 32 16.3 Construction Project Schedule Progress Narrative. The content 6 of the Construction Project Schedule Progress Narrative should be concise and complete 7 to include only changes, delays, and anticipated problems. 8 9 C. Submittal Process 10 • Schedules and Monthly Construction Status Reports are submitted in in the City's 11 document management system in the location dedicated for this purpose. 12 • Once the project has been completed and Final Acceptance has been issued by the 13 City, no further progress schedules or construction status reports are required from 14 the Contractor. 15 1. 16 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.6 CLOSEOUT SUBMITTALS [NOT USED] 18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.8 QUALITY ASSURANCE 20 A. The person preparing and revising the construction Progress Schedule shall be 21 experienced in the preparation of schedules of similar complexity. 22 B. Schedule and supporting documents addressed in this Specification shall be prepared, 23 updated and revised to accurately reflect the performance of the construction. 24 C. Contractor is responsible for the quality of all submittals in this section meeting the 25 standard of care for the construction industry for similar projects. 26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.10 FIELD [SITE] CONDITIONS [NOT USED] 28 1.11 WARRANTY [NOT USED] 29 1.12 ATTACHMENTS 30 Spec 01 32 16.1 Construction Project Schedule Baseline Example 31 Spec 01 32 16.2 Construction Project Schedule Progress Example 32 Spec 01 32 16.3 Construction Project Schedule Progress Narrative 33 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised October 6, 2023 01 32 16- 10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 2 PART 2- PRODUCTS [NOT USED] 3 PART 3- EXECUTION [NOT USED] 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule specifications. 10/06/2023 Michael Owen Added "Juneteenth" to list of City Holidays under 1.3 G. "Schedule Calendar" CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 01 3233 -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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 013300-1 SUBMITTALS Page 1 of 8 SECTION 0133 00 SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised December 20, 2012 0133 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: [11C�GfIIIIIII1 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 l/2 inches x 11 inches to 8 1/2 inches x lunches. 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised December 20, 2012 0133 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 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 fmds 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised December 20, 2012 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Use of Explosives, Drop Weight, Etc. 11 e. Water Department Notification 12 f. Public Notification Prior to Beginning Construction 13 g. Coordination with United States Army Corps of Engineers 14 h. Coordination within Railroad permits areas 15 i. Dust Control 16 j. Employee Parking 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. None. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 21 2. Division 1 — General Requirements 22 3. Section 33 12 25 — Connection to Existing Water Mains 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Coordination within Railroad permit areas 26 a. Measurement 27 1) Measurement for this Item will be by lump sum. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 will be paid for at the lump sum price bid for Railroad Coordination. 31 c. The price bid shall include: 32 1) Mobilization 33 2) Inspection 34 3) Safety training 35 4) Additional Insurance 36 5) Insurance Certificates 37 6) Other requirements associated with general coordination with Railroad, 38 including additional employees required to protect the right-of-way and 39 property of the Railroad from damage arising out of and/or from the 40 construction of the Project. 41 2. Railroad Flagmen CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 11, 2022 01 35 13 -2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 20 High Voltage Overhead Lines. 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Coordination with the Texas Department of Transportation 23 1. When work in the right-of-way which is under the jurisdiction of the Texas 24 Department of Transportation (TxDOT): 25 a. Notify the Texas Department of Transportation prior to commencing any work 26 therein in accordance with the provisions of the permit 27 b. All work performed in the TxDOT right-of-way shall be performed in 28 compliance with and subject to approval from the Texas Department of 29 Transportation 30 B. Work near High Voltage Lines 31 1. Regulatory Requirements 32 a. All Work near High Voltage Lines (more than 600 volts measured between 33 conductors or between a conductor and the ground) shall be in accordance with 34 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 35 2. Warning sign 36 a. Provide sign of sufficient size meeting all OSHA requirements. 37 3. Equipment operating within 10 feet of high voltage lines will require the following 38 safety features 39 a. Insulating cage -type of guard about the boom or arm 40 b. Insulator links on the lift hook connections for back hoes or dippers 41 c. Equipment must meet the safety requirements as set forth by OSHA and the 42 safety requirements of the owner of the high voltage lines 43 4. Work within 6 feet of high voltage electric lines 44 a. Notification shall be given to: 45 1) The power company (example: ONCOR) CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 11, 2022 01 35 13 -3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a) Maintain an accurate log of all such calls to power company and record 2 action taken in each case. 3 b. Coordination with power company 4 1) After notification coordinate with the power company to: 5 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 6 lower the lines 7 c. No personnel may work within 6 feet of a high voltage line before the above 8 requirements have been met. 9 C. Confined Space Entry Program 10 1. Provide and follow approved Confined Space Entry Program in accordance with 11 OSHA requirements. 12 2. Confined Spaces include: 13 a. Manholes 14 b. All other confined spaces in accordance with OSHA's Permit Required for 15 Confined Spaces 16 D. TCEQ Air Permit 17 1. Not Required 18 E. Use of Explosives, Drop Weight, Etc. 19 1. When Contract Documents permit on the project the following will apply: 20 a. Public Notification 21 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 22 prior to commencing. 23 2) Minimum 24 hour public notification in accordance with Section 01 3113 24 F. Water Department Coordination 25 1. During the construction of this project, it will be necessary to deactivate, for a 26 period of time, existing lines. The Contractor shall be required to coordinate with 27 the Water Department to determine the best times for deactivating and activating 28 those lines. 29 2. Coordinate any event that will require connecting to or the operation of an existing 30 City water line system with the City's representative. 31 a. Coordination shall be in accordance with Section 33 12 25. 32 b. If needed, obtain a hydrant water meter from the Water Department for use 33 during the life of named project. 34 c. In the event that a water valve on an existing live system be turned off and on 35 to accommodate the construction of the project is required, coordinate this 36 activity through the appropriate City representative. 37 1) Do not operate water line valves of existing water system. 38 a) Failure to comply will render the Contractor in violation of Texas Penal 39 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 40 will be prosecuted to the full extent of the law. 41 b) In addition, the Contractor will assume all liabilities and 42 responsibilities as a result of these actions. 43 G. Public Notification Prior to Beginning Construction CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 11, 2022 01 35 13 -4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) City of Fort Worth Door Hangers will be provided to the Contractor for distribution with their notice. 4) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 5) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer and door hangers are delivered to all residents of the block. H. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. I. Coordination with United States Army Corps of Engineers (USACE) CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 11, 2022 01 35 13 -5 SPECIAL PROJECT PROCEDURES Page 5 of 8 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 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. J. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. K. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. L. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 11, 2022 01 35 13 -6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit Remove references to Air Pollution watch Days and NCTCOG Clean construction 3/11/2022 M Owen Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. 13 CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 11, 2022 01 35 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 11, 2022 01 35 13 -8 SPECIAL PROJECT PROCEDURES Page 8 of 8 EXHIBIT B 2 FORT WORTH.. Date: DOE NO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION N 4 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) MR - (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 11, 2022 01 4523 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 9, 2020 01 4523 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. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 9, 2020 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of4 1 SECTION 01 50 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work, including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 3. Specification 33 04 30 — Temporary Water Facilities 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various Items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Temporary Utilities 26 1. Obtaining Temporary Service 27 a. Make arrangements with utility service companies for temporary services. 28 b. Abide by rules and regulations of utility service companies or authorities 29 having jurisdiction. 30 c. Be responsible for utility service costs until Work is approved for Final 31 Acceptance. 32 1) Included are fuel, power, light, heat and other utility services necessary for 33 execution, completion, testing and initial operation of Work. 34 2. Water 35 a. Contractor to provide water required for and in connection with Work to be 36 performed and for specified tests of piping, equipment, devices or other use as 37 required for the completion of the Work. 38 b. Provide and maintain adequate supply of potable water for domestic 39 consumption by Contractor personnel and City's Project Representatives. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised 9/19/2025 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised 9/19/2025 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of4 I D. Temporary Fencing 2 1. Provide and maintain for the duration or construction when required in contract 3 documents 4 E. Dust Control 5 1. Contractor is responsible for maintaining dust control through the duration of the 6 project. 7 a. Contractor remains on -call at all times 8 b. Must respond in a timely manner 9 F. Temporary Protection of Construction 10 1. Contractor or subcontractors are responsible for protecting Work from damage due 11 to weather. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2- PRODUCTS [NOT USED] 21 PART 3- EXECUTION [NOT USED] 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. Temporary Facilities 27 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised 9/19/2025 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR] / [RESTORATION] 2 3.6 RE -INSTALLATION 3 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 15 16 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9/19/25 M Owen 1.1. C. — Referenced 33 04 30 Temporary Water Facilities 1.4. A. 2. — Provided clarification re: temporary water service for the public CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised 9/19/2025 01 55 26 -1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 01 55 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 30 traffic. 31 b. When traffic control plans are included in the Drawings, provide Traffic 32 Control in accordance with Drawings and Section 34 71 13. 33 c. When traffic control plans are not included in the Drawings, prepare traffic 34 control plans in accordance with Section 34 71 13 and submit to City for 35 review. 36 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 22, 2021 01 5526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) A traffic control "Typical" published by City of Fort Worth, the Texas 2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 3 of Transportation (TxDOT) can be used as an alternative to preparing 4 project/site specific traffic control plan if the typical is applicable to the 5 specific project/site. 6 B. Street Use Permit 7 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 8 a. To obtain Street Use Permit, submit Traffic Control Plans to City 9 Transportation and Public Works Department. 10 1) Allow a minimum of 5 working days for permit review. 11 2) It is the Contractor's responsibility to coordinate review of Traffic Control 12 plans for Street Use Permit, such that construction is not delayed. 13 C. Modification to Approved Traffic Control 14 1. Prior to installation traffic control: 15 a. Submit revised traffic control plans to City Department Transportation and 16 Public Works Department. 17 1) Revise Traffic Control plans in accordance with Section 34 71 13. 18 2) Allow minimum 5 working days for review of revised Traffic Control. 19 3) It is the Contractor's responsibility to coordinate review of Traffic Control 20 plans for Street Use Permit, such that construction is not delayed. 21 D. Removal of Street Sign 22 1. If it is determined that a street sign must be removed for construction, then contact 23 City Transportation and Public Works Department, Signs and Markings Division to 24 remove the sign. 25 E. Temporary Signage 26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 28 Devices (MUTCD). 29 2. Install temporary sign before the removal of permanent sign. 30 3. When construction is complete, to the extent that the permanent sign can be 31 reinstalled, contact the City Transportation and Public Works Department, Signs 32 and Markings Division, to reinstall the permanent sign. 33 F. Traffic Control Standards 34 1. Traffic Control Standards can be found on the City's website. 35 1.5 SUBMITTALS [NOT USED] 36 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 22, 2021 01 5526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2- PRODUCTS [NOT USED] 9 PART 3- EXECUTION [NOT USED] 10 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 3/22/2021 M Owen 1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" i 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 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 31 25 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 31 25 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 01 57 13 -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 31 25 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 TXR 150000 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 31 25 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 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 01 57 13 -3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION 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] [ILiIIILDiiditOiJl Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SUMMARY 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 01 58 13 -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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 01 58 13 -3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 01 6000 PRODUCT REQUIREMENTS Page 1 of 2 SECTION 01 60 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. D. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. E. See Section 01 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 9, 2020 01 6000 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] Iii IXG-OLIXO M 110 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 3/9/2020 D.V. Magafia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 9, 2020 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 01 7000- 1 MOBILIZATION AND REMOBILIZATION Page 1 of4 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised November 22, 2016 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 I a. Mobilization and Demobilization 2 1) Mobilization shall consist of the activities and cost on a Work Order basis 3 necessary for: 4 a) Transportation of Contractor's personnel, equipment, and operating 5 supplies to the Site for the issued Work Order. 6 b) Establishment of necessary general facilities for the Contractor's 7 operation at the Site for the issued Work Order 8 2) Demobilization shall consist of the activities and cost necessary for: 9 a) Transportation of Contractor's personnel, equipment, and operating 10 supplies from the Site including disassembly for each issued Work 11 Order 12 b) Site Clean-up for each issued Work Order 13 c) Removal of all buildings or other facilities assembled at the Site for 14 each Work Oder 15 b. Mobilization and Demobilization do not include activities for specific items of 16 work for which payment is provided elsewhere in the contract. 17 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 18 a. A Mobilization for Miscellaneous Projects when directed by the City and the 19 mobilization occurs within 24 hours of the issuance of the Work Order. 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1 — General Requirements 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment [Consult City Department/Division for direction on if 27 Mobilization pay item to be included or the item should be subsidiary. Include the 28 appropriate Section 1.2 A. 1.] 29 1. Mobilization and Demobilization 30 a. Measure 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 2. Remobilization for suspension of Work as specifically required in the Contract 37 Documents 38 a. Measurement 39 1) Measurement for this Item shall be per each remobilization performed. 40 b. Payment 41 1) The work performed and materials furnished in accordance with this Item 42 and measured as provided under "Measurement" will be paid for at the unit 43 price per each "Specified Remobilization" in accordance with Contract 44 Documents. 45 c. The price shall include: 46 1) Demobilization as described in Section 1.1.A.2.a.1) CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised November 22, 2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 2) Remobilization as described in Section 1.1.A.2.a.2) 2 d. No payments will be made for standby, idle time, or lost profits associated this 3 Item. 4 3. Remobilization for suspension of Work as required by City 5 a. Measurement and Payment 6 1) This shall be submitted as a Contract Claim in accordance with Article 10 7 of Section 00 72 00. 8 2) No payments will be made for standby, idle time, or lost profits associated 9 with this Item. 10 4. Mobilizations and Demobilizations for Miscellaneous Projects 11 a. Measurement 12 1) Measurement for this Item shall be for each Mobilization and 13 Demobilization required by the Contract Documents 14 b. Payment 15 1) The Work performed and materials furnished in accordance with this Item 16 and measured as provided under "Measurement" will be paid for at the unit 17 price per each "Work Order Mobilization" in accordance with Contract 18 Documents. Demobilization shall be considered subsidiary to mobilization 19 and shall not be paid for separately. 20 c. The price shall include: 21 1) Mobilization as described in Section I.l.A.3.a.1) 22 2) Demobilization as described in Section 1.1.A.3.a.2) 23 d. No payments will be made for standby, idle time, or lost profits associated this 24 Item. 25 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 26 a. Measurement 27 1) Measurement for this Item shall be for each Mobilization and 28 Demobilization required by the Contract Documents 29 b. Payment 30 1) The Work performed and materials furnished in accordance with this Item 31 and measured as provided under "Measurement" will be paid for at the unit 32 price per each "Work Order Emergency Mobilization" in accordance with 33 Contract Documents. Demobilization shall be considered subsidiary to 34 mobilization and shall not be paid for separately. 35 c. The price shall include 36 1) Mobilization as described in Section l.l.A.4.a) 37 2) Demobilization as described in Section 1.1.A.3.a.2) 38 d. No payments will be made for standby, idle time, or lost profits associated this 39 Item. 40 1.3 REFERENCES [NOT USED] 41 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 42 1.5 SUBMITTALS [NOT USED] 43 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 44 1.7 CLOSEOUT SUBMITTALS [NOT USED] 45 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised November 22, 2016 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 I 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2- PRODUCTS [NOT USED] 6 PART 3- EXECUTION [NOT USED] 7 8 9 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised November 22, 2016 FORT WORTH® Section 01 71 23.01 - Attachment A Survey Staking Standards February 2017 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER IRRIGATION AND RECLAIMED WATER'aIhil Ill. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 22 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for 'Zoning Maps'. Under 'Layers' , expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or anything that needs vertical grading with a tolerance of 0.25' or less is allowed_ D. Control Points Set All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, 'X' in concrete, or any other appropriate item with a stable base and of a semi -permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. — If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=0 C. Geoid model used, Example: GEOID12A O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_ Conformal_ Conic False—Easting: 1968500.00000000 False_Northing: 6561666.66666667 Central_Meridian: -98.50000000 Standard_Parallel_1: 32.13333333 St a n d a rd_P a ra l l e I_2 : 33.96666667 Latitude —Of —Origin: 31.66666667 Linear Unit: Foot_US Geographic Coordinate System: GCS_North_American_1983 Datum: D_North_American_1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format txt .csv .dwg .job G. Preferred Data Format P, N, E,Z, D, N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for a aroiect that has surface coordinates which must be translated: File 1: C1234_As-built of Water on Main Street_Grid NAD83 TXSP 4202.csv O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 File 2: C1234_As-built of Water on Main Street_Project Specific Datum.csv Example Control Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 22 CL 2 c,, m 0 Clf W m 7 O CL L1016 H - J W H- z CL z LL W m CL Z 2 ~ w z cn 0 Q CL J z U] O W CL J I- Lu z O Ci U u [L CP #1 0 H - W J W EL.= 100.00' cn W H- z CL 0 0 C-) N=5000.00 E=5000.00 W W 0 0 z a `-' Cr Q m w LL V. Water Staking Standards O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 22 A. Centerline Staking — Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required Ill. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 7' 0/S _ W/L Li 7' 0/S Q. W/L $g � Y Z � VFd I, C-3.62 i - _ _ - STA=1+72.81 C-3.81 3 1 Y � Qtan EL- 101.1&' c I 'N. w cY W z_ J 1. 0 Z VI. Sanitary Sewer Stakin 1< Li 1 �� w L. 0 I m w 0 z o I F - ZZ Z - W U Vi+ �3 F c Z a L w E W W F F r� ; U V } u 0 0/S W/L . sra=a+aa c—s.7s Wo zm0 w Q? U 141. 1100.0 ODUJ Nm _ O F - G I O..wr3 w �m¢ 2 x Z O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 9 of 22 A. Centerline Staking — Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 Example Sanitary Sewer Stakes C7 z Z o" Y I Li_ U7 2 I- (I) ti/ F - �Il C) (7Q Z v K a Q 12' O/S % SS W 1�7 /S SS C-411 II < C-4"II 9 c -am iE STA-3 STA-3+71�' lI vi C -3K C-33 L Z C -3C II L Z C-3� II U 0 a= U O a=vi W Y ,z C) Z ia0 p W z 7'o/s SS LLLI N�LL W o z G} LJ I- N z Z Q Q 12' 0/S SS SiA-a+ w Z N d r Z H S N �" aU- vE �o c W� 0C U a W w G j a a H Z N I O - �W Uw UQO = Q a a- of + WJ a: �77 d tla EL v? + W M� W UJ F F FZF I= F� FM F F�2 0 ovii C Ld 0 o�rJ v Oz DO 04, G �x C -6I C -6a C-0� LL I � Q y W y d G O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 22 VII. Storm Sewer & Inlet Staking A. Centerline Staking — Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet = 16.00' total length Ill. Recessed 10' Inlet = 20.00' total length IV. Standard double 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted Ill. RIM grade should only be on the stake when provided in the plans O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 22 Example Storm Inlet Stakes FRONT (SIDE FACING .) BACK (SUE FAINC Raw.) PCIITf { i*1 His ELE','anCN I�I HUB VATH TACK - - BACK CF CXIPB- FLOALINE EDG£ OF PAVEMENT 0 0 m m 0 z r -1 IDENTIFIES M}MICH I END OF THE N1NG J BEING STAKED NO FLAGGING REQUIRED IN LIEU OF PINK PAINTED LATH TI INLET STATION t (IF NOTED ON PLANS) Q T/C IDENTIFIES GRADE TO TOP OF GURB 0 IDENTIFIES GRADE TO FLAIWUNE BACK ('5DE FADNC R.QW.) POINT HUB ELEVATON F F f .__'l N T (SIDE FACING ) 0 1 w z I — z y IDENTIFIES VHICH END OF THE 1MNG BEING STAKED In TIC T1 f7 I i =•IHHUY.HL` IV - ID FECESSED 10' — Lf STANDARD DOUBLE 10' — 26.67 RECESSED DOUBLE 10_ =30_67 I I BACK OF INLET .` WING" .' ce%�.4 •, .. - FACE OF INLET EDGE OF PAVEMENT E OF INLET O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 22 BACK OF CURB — — FLDWUNE — — — EDGE CF PAVEMENT VIII. Curb and Gutter Staking A. Centerline Staking — Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 22 Example Curb & Gutter Stakes FRONT (SIDE FACING .) 0 o FRONT IoENnFlEs o�D FRONT sE FACINC ¢J POINT or Bic FRONT (SIDE FACING �) foMT cF CURVATURE PC (SIDE FACING () N UI - g PT BACK N IBeannes oFFser m m x (SIDE FACING R.O.W.) BACK OF CURB OR 'F't i� q FUR FACE Of CURB z all y � -' III 1 III I PCINT II III 1 III rIc ) fIFI S DE IS a III NO GRADE ON HUB ELEVAIM c RAPRIS POINTS — 0 r l l NO FLAGGING REQUIRED J I S IN LIEU OF PINK PAINTED LATH r J I �—, ! J r I I / / r t // / Jr �v r / / J TOP OF CURB — r BACK OF CURB FACE OF CURB I I FLOWLI NE EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 22 F 6u §)}■ 7' z �h`e ® 'O/S __m Ira k L j§ g� OuZ 2 ` r y! & Z C3 _ \ , y g « 0 %k 6Z 2 Z *) ) \13ONYIS,».a/ _cam _B �\#w !Q`® 2(° «)2 0< a= & _e %I zN m », s Ia x ®` v6 N !� }o T< `� s JE x — z § L. j m ��z �L O:\Specs-Stds tdsGAegncePm2sATe mporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01 —Attachment A S re Staking Standards.docx Page 16 of 22 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard City Cut Sheet Date: O TOTAL Staking Method: O GPS STATION LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS City Project Number: Project Name: O OTHER ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET -LT/+RT DESCRIPTION PROP. GRADE STAKED ELEV. - CUT + FILL O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 22 X. As -built Survey A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted. See section IV. As -built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub -outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 20 of 22 POr1�' If 81 AKOLA TOM RIN STA O'57M - 12WL IFLOYD 1 ) 57A sm p..J7ptl - 12WL IFIA'D MI RELWE f4 S,kYYGE EXIST aSpN PRIX'.12 MER fa W1IECT TO EX E1? IWALb ;-050LID SLEEVE STAO1-w- 12WL a. FlrX 8 R WSTAfi, / I PIB `-�� Lr j�R Ff2 E � rM.6wa 25 (4�J NV - f E22 7JUN [ 1 g.2p �R92 E-22SY3RSl1'O )' L, -X T FL 'E !-Flh�f 1fY ° i/ LOT 16 11 LF f3 WaWr L,E`Ad - �s rang rta. L x f -OWE VAEVE w+mtwr.rie ¶; E2p?38B / 'JF 'YCUT ✓M/.Avn A Ena IWIA '��°�°� iI'6J!J03F8lrJ0 ci E 97diJ . BLK 6 0 r Eltl! 72-3J0 LOT 2 34M **Mv � AAFp1w" CA - E Abb—J..9 6'lF JJtl RE"E E21S°T. �r mr I2WATER / 0P.•J4 ^ y�.` �1 rJ� WM E-263 Y.I2. aver /2W4TER . 1± -- - �. � TBA1 4 ,/ � � � s + esx c-- siw _ .f P PROPOSED V. SEE SHE '{7. I; VALVE ,� O'.JALV INSTAL - LOT A J-12RSVERT. BE#D Bu.JV BYAFaTW1� �. N-694 7A891 n E 2S5f�7f53072 //f STA O'610D0 - IZ'WL fFwrn fyfl STA 0'575$ - if W AT'. &&s -12W /8574th WNW Af5TA[L 1-12 6.L SWO SLEEVE h If 5`VERT. BEND F 12 #5' MM. SEND 57 LF OF I2WATER PIPE N+6947a555'Y17 N,69VV52:065J CCWNELT TO EXIST 12 WATER E-2?9a3O3PB13 622563 B370 N'E947I459279 E-2298309473.6 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 22 23.16.01_Attachment A_Survey Staking Standards.docx Page 22 of 22 O:\Spe ON1NY Een✓f r BLK 29 LOT 2 I Q SR$ ff02a Rd WRi tWNa LOTS 3ICg C/01m Pn W, Fc9NAt.*Root- TSAY?MY SEWER $0307003 SE1W W/ CLEAMYJT % +l 08,w w - co zivx CL �x rr wma I2a WATER - - . O ur wur.Wi LINE A - L-3654 —g' — k Lfl L-3654 EX 8'5;—� d� b'trt d / W rzcu REMOVE EXIST J W 5PN. SEWER ,P O i/ STAhSIA3 - W.SS L!NE A • LOT 2 rru cymr m r..�nweMn F+ i Y6 '� EXLST. STAfMX1.L-3A1— EX5T. sTAh7RL-3654 R J)/E EXIST_ MH oy - LXWSTRMT 5 OF OF W.SS LINE i e� WYST.fDMSSMR INCLUDE COACCOLLAR & YN LMISERT 1r D K ' W/ CORROS $Y PROrECTKW i ` . CONNECT PROP. BSS (MW) COWNECT P. 8S5 (NE&SW) TO PROP.SSMN. M-6S4.81SG252 252230 CITY MM NO. 201s -3s0, 201E -s MAPSCO PAGE NO.74N, S. T, 7 7 7 7 7 7 C N00 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 23 1\01 71 Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING EASTING ELEV. DESCRIPTION 1 6946257.189 2296079.165 726.09 SSMH RIM t G I�GhJ 2 6946260.893 2296062.141 725.668 GV RIM �' 3 6946307.399 2296038.306 726.85 GV RIM / CO UiN 1 ES 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.116 722.123 GV RIM r 6 6946190.528 2296022.721 722.325 FH c, I r e 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919.133 713.331 WM RIM T C. 9 6946003.056 2295933.418 713.652 CO RIM ZCN�iG Lf Z 10 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WM RIM �p �! VimT C- 4 13 6945896.591 2295862.188 708.205 WM RIM _ 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936.727 2295830.441 710.084 CO RIM 16 6945835.678 2295799.707 707.774 SSMH RIM , 17 6945817.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM 19 6945768.563 2295778.424 710.086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM 23 6945621.902 2295669.471 723.76 WM RIM 24 6945643,407 2295736.03 719.737 CO RIM C �}Ll �n �� ��� l 25 6945571.059 2295655.195 727.514 SSMH RIM 26 6945539.498 2295667.803 729.123 WM RIM 27 6945519.834 2295619.49 732.689 WM RIM CG - O � f� 28 6945417.879 2295580.27 740.521 WM RIM STUD 29 6945456.557 2295643.145 736.451 CO RIM 30 6945387.356 2295597.101 740.756 GV RIM fl -4-L A 5 31 6945370.688 2295606.793 740.976 GV RIM 32 6945383.53 2295610.559 740.408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319.365 2295539.728 746.777 CO RIM 35 6945242.289 2295570.715 748.454 WM RIM 36 6945233.624 2295544.626 749.59 SSMH RIM 37 6945206.483 2295529.305 751.058 WM RIM . L..5 38 6945142.015 2295557.666 750.853 WM RIM S I '"'� f 39 6945113.445 2295520.335 751.871 WM RIM 40 6945049.02 2295527.345 752.257 SSMH RIM 41 6945041.024 2295552.675 751.79 WM RIM 42 6945038.878 2295552.147 751.88 WM RIM 5Y 43 6945006.397 2295518.135 752.615 WM RIM 44 6944944.782 2295520.635 752.801 WM RIM 45 6944943.432 2295556.479 752.156 WM RIM 46 6944860.416 2295534.397 752.986 SSMH RIM O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 24 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 o - N _ E Jn m L4 r � a — �r $$ $ z 1 * w 101 'I'll �I�I llllll � ��I llllll � I s E O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 26 01 26 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 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 01 33 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction fmal inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised February 14, 2018 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) W ter Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) W ter Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2- PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3- EXECUTION 3.1 INSTALLERS A. Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3. l.A. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3rd party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION IRevision Log CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised February 14, 2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31 /2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2— PRODUCTS; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 Water & SS Replacement Contract 2021, WSM-E City Project No. 103751 017423-1 CLEANING Page 1 of 4 SECTION 01 74 23 CLEANING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. M asurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 017423-2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. M terial recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 017423-3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. M p office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 017423-4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised July 1, 2011 01 77 19 -1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 2 3 PART 1 GENERAL 4 1.1 SUMMARY SECTION 01 77 19 CLOSEOUT REQUIREMENTS 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2- PRODUCTS [NOT USED] CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 22, 2021 01 77 19 -2 CLOSEOUT REQUIREMENTS Page 2 of 3 PART 3- EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 CLOSEOUT PROCEDURE 6 A. Prior to requesting Final Inspection, submit: 7 1. Project Record Documents in accordance with Section 01 78 39 8 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 9 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 10 01 74 23. 11 C. Final Inspection 12 1. After final cleaning, provide notice to the City Project Representative that the Work 13 is completed. 14 a. The City will make an initial Final Inspection with the Contractor present 15 b. Upon completion of this inspection, the City will notify the Contractor, in 16 writing within 10 business days, of any particulars in which this inspection 17 reveals that the Work is defective or incomplete. 18 2. Upon receiving written notice from the City, immediately undertake the Work 19 required to remedy deficiencies and complete the Work to the satisfaction of the 20 City. 21 3. The Right-of-way shall be cleared of all construction materials, barricades, and 22 temporary signage. 23 4. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City that the required Work has been completed. Upon receipt of 25 this notice, the City, in the presence of the Contractor, will make a subsequent Final 26 Inspection of the project. 27 5. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a. Specified spare parts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion 39 1. Once the City Project Representative finds the Work subsequent to Final Inspection 40 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 41 E. Supporting Documentation CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 22, 2021 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Coordinate with the City Project Representative to complete the following 2 additional forms: 3 a. Final Payment Request 4 b. Statement of Contract Time 5 c. Affidavit of Payment and Release of Liens 6 d. Consent of Surety to Final Payment 7 e. Pipe Report (if required) 8 f. Contractor's Evaluation of City 9 g. Performance Evaluation of Contractor 10 F. Letter of Final Acceptance 11 1. Upon review and acceptance of Notice of Project Completion and Supporting 12 Documentation, in accordance with General Conditions, City will issue Letter of 13 Final Acceptance and release the Final Payment Request for payment. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 25 26 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 Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised March 22, 2021 APPENDIX GC -4.02 Subsurface and Physical Conditions GC -4.04 Underground Facilities GC-6.O6.D Small Business Compliance GC -6.07 Wage Rates GC -6.09 Permits and Utilities GR-0 1 60 00 Product Requirements CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 1, 2025 GC -4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 1, 2025 TX Registered Firm # F-8461 ECS Southwest. LLP 2621 White Settlement Road Fort Worth, TX 76107 6823502250 8178478616 June 07, 2024 City of Fort Worth Fort Worth, TX 76102 ATTN: Accounts Payable CC: LETTER OF TRANSMITTAL RE: CPN 103751 Coring Contract 2021WSM-E Ellis - Northside ECS Job # 63:2050 Permits: Location: 920 Woodard St Fort Worth, TX 76107 ENCL: Field Report # 1 6/5/2024 Coring and Soil Samples Timothy Tarbutton Vice President, Office Manager Travis Heinen CMT Project Coordinator Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings, and specifications for the activities, performed on this report date. 4. Incomplete or non -conforming work will be reported for future resolution. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/5 1000.1 TX Registered Engineering Firm # F-8461 ECS Southwest, LLP 2621 White Settlement Road FIELD REPORT Fort Worth, TX 76107 (682) 350-2250 [Phone] (817) 847-8616 [Fax] Project No. 63:2050 Report No. I Day & Date Wednesday 6/5/2024 Project CPN 103751 Coring Contract 2021WSM-E Ellis - Weather 85 °/ Sunny Location Fort Worth, TX On -Site Time 9.25 Lab Time 1.00 Client City of Fort Worth Travel Time* 0.30 Contractor None Listed Total 10.55 Re Obs Time 0.00 Remarks Coring and Soil Samples Trip Charges* 45.00 Tolls/Parking* Mileage* Time of Arrival Departure Chargeable Items 8:15A 5:30P * Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. The undersigned arrived on site, as requested, to core and collect soil samples from Ellis Avenue. Please see the attached sketch. B21 Asphalt - 8.75" Flex Base - 0.5" Brown Clay - 6.75" Total - 16" B22 Asphalt - 8" Flex Base - 1.75" Brown Clay - 6.25" Total - 16" B24 Asphalt - 6" Concrete - 7" Brown Clay - 4" Total - 17" B25 Asphalt - 8" Flex Base - 1.75" Brown Clay - 6.25" Total - 16" By Benjamin W Bills 1800 Transmittal Page 2/5 B26 Asphalt - 8.5" Flex Base - 2.25" Brown Clay - 6" Total - 16.75" By Benjamin W Bills 1800 Transmittal Page 3/5 Attachments Coring Asphalt Figure 1 Asphalt Core Patched Figure 2 C Transmittal Page 5/5 TX Registered Firm # F-8461 ECS Southwest. LLP 2621 White Settlement Road Fort Worth, TX 76107 6823502250 8178478616 June 07, 2024 City of Fort Worth Fort Worth, TX 76102 ATTN: Accounts Payable CC: LETTER OF TRANSMITTAL RE: CPN 103751 Coring Contract 2021WSM-E Ellis - Northside ECS Job # 63:2050 Permits: Location: 920 Woodard St Fort Worth, TX 76107 ENCL: Field Report # 2 6/5/2024 Coring Assitant Timothy Tarbutton Vice President, Office Manager Travis Heinen CMT Project Coordinator Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings, and specifications for the activities, performed on this report date. 4. Incomplete or non -conforming work will be reported for future resolution. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/2 1000.1 TX Registered Engineering Firm # F-8461 ECS Southwest, LLP 2621 White Settlement Road Fort Worth, TX 76107 (682) 350-2250 [Phone] (817) 847-8616 [Fax] Project CPN 103751 Coring Contract 2021 WSM-E Ellis - Location Fort Worth, TX Client City of Fort Worth Contractor None Listed Remarks Coring Assitant FIELD REPORT Project No. 63:2050 Report No. 2 Day & Date Wednesday 6/5/2024 Weather 88 °/ Sunny On -Site Time 9.25 Lab Time 0.00 Travel Time* 0.58 Total 9.83 Re Obs Time 0.00 Trip Charges* 45.00 Tolls/Parking* Mileage* Time of Arrival Departure Chargeable Items 7:45A 5:OOP * Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. The undersigned arrived on site, as requested, to assist with coring. Please see Report 1 for more details. By Justin Lee Dobbs 1800 Transmittal Page 2/2 TX Registered Firm # F-8461 ECS Southwest. LLP 2621 White Settlement Road Fort Worth, TX 76107 6823502250 8178478616 June 10, 2024 City of Fort Worth Fort Worth, TX 76102 ATTN: Accounts Payable CC: LETTER OF TRANSMITTAL RE: CPN 103751 Coring Contract 2021WSM-E Ellis - Northside ECS Job # 63:2050 Permits: Location: 920 Woodard St Fort Worth, TX 76107 ENCL: Field Report # 3 6/6/2024 Coring and Soil Samples Timothy Tarbutton Vice President, Office Manager Travis Heinen CMT Project Coordinator Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings, and specifications for the activities, performed on this report date. 4. Incomplete or non -conforming work will be reported for future resolution. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/4 1000.1 TX Registered Engineering Firm # F-8461 ECS Southwest, LLP 2621 White Settlement Road FIELD REPORT Fort Worth, TX 76107 (682) 350-2250 [Phone] (817) 847-8616 [Fax] Project No. 63:2050 Report No. 3 Day & Date Thursday 6/6/2024 Project CPN 103751 Coring Contract 2021WSM-E Ellis - Weather 90 °/ Sunny Location Fort Worth, TX On -Site Time 8.25 Lab Time 1.00 Client City of Fort Worth Travel Time* 0.80 Contractor None Listed Total 10.05 Re Obs Time 0.00 Remarks Coring and Soil Samples Trip Charges* 45.00 Tolls/Parking* Mileage* Time of Arrival Departure Chargeable Items 8:45A 5:OOP * Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. The undersigned arrived on site, as requested, to core and collect soil samples from Ellis Avenue. Please see the attached sketch. B17 Asphalt - 4.25" Concrete - 5.125" Brown Clay - 6.625" Total - 16" B18 Asphalt - 12" Brown Clay - 4" Total - 16" B25 Asphalt - 3.75" Concrete - 5.5: Brown Clay - 6.75" Total - 16" B25 Asphalt - 8.25" Concrete - 6.75: Brown Clay - 4" Total - 19" By Benjamin W Bills 1700 Transmittal Page 2/4 Attachments J Core Patched Figure 1 Coring Asphalt Figure 2g Transmittal Page 4/4 TX Registered Firm # F-8461 ECS Southwest. LLP 2621 White Settlement Road Fort Worth, TX 76107 6823502250 8178478616 June 10, 2024 City of Fort Worth Fort Worth, TX 76102 ATTN: Accounts Payable CC: ENCL: Field Report # 4 6/6/2024 I Timothy Tarbutton Vice President, Office Manager LETTER OF TRANSMITTAL RE: CPN 103751 Coring Contract 2021WSM-E Ellis - Northside ECS Job # 63:2050 Permits: Location: 920 Woodard St Fort Worth, TX 76107 Travis Heinen CMT Project Coordinator Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings, and specifications for the activities, performed on this report date. 4. Incomplete or non -conforming work will be reported for future resolution. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/2 1000.1 TX Registered Engineering Firm # F-8461 ECS Southwest, LLP 2621 White Settlement Road Fort Worth, TX 76107 (682) 350-2250 [Phone] (817) 847-8616 [Fax] Project CPN 103751 Coring Contract 2021 WSM-E Ellis - Location Fort Worth, TX Client City of Fort Worth Contractor None Listed Remarks FIELD REPORT Project No. 63:2050 Report No. 4 Day & Date Thursday 6/6/2024 Weather 81 0/ Sunny On -Site Time 7.50 Lab Time 0.50 Travel Time* 2.41 Total 10.41 Re Obs Time 0.00 Trip Charges* 45.00 Tolls/Parking* Mileage* Time of Arrival Departure Chargeable Items 9:OOA 4:30P * Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. The undersigned arrived on site, as requested, to assist with coring. Please see Report 3 for more details. By Fahad Ullah 1800 Transmittal Page 2/2 TX Registered Firm # F-8461 ECS Southwest. LLP 2621 White Settlement Road Fort Worth, TX 76107 6823502250 8178478616 June 18, 2024 City of Fort Worth Fort Worth, TX 76102 ATTN: Accounts Payable CC: City of Fort Worth - Stephen Overton, PMP, RSO LETTER OF TRANSMITTAL RE: CPN 103751 Coring Contract 2021WSME Ellis - Northside ECS Job # 63:2050 Permits: Location: 920 Woodard St Fort Worth, TX 76107 ENCL: Field Report # 5 6/17/2024 Coring and Soil Samples Timothy Tarbutton Vice President, Office Manager Travis Heinen CMT Project Coordinator Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings, and specifications for the activities, performed on this report date. 4. Incomplete or non -conforming work will be reported for future resolution. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/4 1000.1 TX Registered Engineering Firm # F-8461 ECS Southwest, LLP 2621 White Settlement Road FIELD REPORT Fort Worth, TX 76107 (682) 350-2250 [Phone] (817) 847-8616 [Fax] Project No. 63:2050 Report No. 5 Day & Date Monday 6/17/2024 Project CPN 103751 Coring Contract 2021WSME Ellis - Weather 85 °/ Sunny Location Fort Worth, TX On -Site Time 5.75 Lab Time 0.25 Client City of Fort Worth Travel Time* 0.50 Contractor None Listed Total 6.50 Re Obs Time 0.00 Remarks Coring and Soil Samples Trip Charges* 45.00 Tolls/Parking* Mileage* Time of Arrival Departure Chargeable Items 10:OOA 3:45P * Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. The undersigned arrived on site, as requested, to collect soil samples from North Main Street. Please see the attached sketch. B3 Concrete - 12" Asphalt - 2" Brown Clayey Sand - 4" Total - 18" B2 Concrete - 8.5" Asphalt - 1.5" Brown Clayey Sand - 6" Total - 16" B6 Concrete - 8" Asphalt - 1.5" Brown Clayey Sand - 6.5" Total - 16" B7 Concrete - 9.25" Asphalt - 1.5" Brown Clayey Sand - 5.25" Total - 16" By Brandon D Coleman 1800 Transmittal Page 2/4 B10 Asphalt - 4" Brick - 4" Sand - 1.5" Concrete - 3" (Broke apart while being extracted) Brown Clay - 4" Total - 16.5" B12 Asphalt - 5.5" Brick - 4" Sand - 1" Concrete - 5" (Broke apart while being extracted) Brown Clay - 4" Total - 19.5" By Brandon D Coleman 1800 Transmittal Page 3/4 TX Registered Firm # F-8461 ECS Southwest. LLP 2621 White Settlement Road Fort Worth, TX 76107 6823502250 8178478616 June 19, 2024 City of Fort Worth Fort Worth, TX 76102 ATTN: Accounts Payable CC: ENCL: Field Report # 6 6/18/2024 1�. TOJJ Timothy Tarbutton Vice President, Office Manager LETTER OF TRANSMITTAL RE: CPN 103751 Coring Contract 2021WSME Ellis - Northside ECS Job # 63:2050 Permits: Location: 920 Woodard St Fort Worth, TX 76107 Travis Heinen CMT Project Coordinator Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings, and specifications for the activities, performed on this report date. 4. Incomplete or non -conforming work will be reported for future resolution. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/5 1000.1 TX Registered Engineering Firm # F-8461 ECS Southwest, LLP 2621 White Settlement Road Fort Worth, TX 76107 (682) 350-2250 [Phone] (817) 847-8616 [Fax] Project CPN 103751 Coring Contract 2021 WSME Ellis - Location Fort Worth, TX Client City of Fort Worth Contractor None Listed Remarks FIELD REPORT Project No. 63:2050 Report No. 6 Day & Date Tuesday 6/18/2024 Weather 90 °/ Sunny On -Site Time 7.00 Lab Time 0.25 Travel Time* 0.25 Total 7.50 Re Obs Time 0.00 Trip Charges* 45.00 Tolls/Parking* Mileage* Time of Arrival Departure Chargeable Items 9:OOA 4:OOP * Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. The undersigned arrived on site, as requested, to core and collect soil samples from North Main Street and Northside Drive. Please see the attached sketch. B4 Concrete - 8" Asphalt - 4" Brown Clayey Sand - 4" Total - 16" B8 Concrete - 8.75" Concrete - 7.25" Brown Clayey Sand - 4" Total - 20" B9 Concrete - 10" Brown Clayey Sand - 6" Total - 16" B5 Concrete - 8" Asphalt - 1.5" Brown Clayey Sand - 6.5" Total - 16" By Brandon D Coleman 1800 Transmittal Page 2/5 C Concrete - 8.5" Asphalt - 2" Brown Clayey Sand - 5.5" Total - 16" B11 Asphalt - 3.5" Brick - 4" Sand - 1.5" Concrete - 4.5" Brown Clay - 4" Total - 17.5" B14 Asphalt - 4.5" Brick 4" Sand - 2" Brown Clay - 5.5" Total - 16" B13 Asphalt - 3.5" Brick - 4" Sand - 1" Concrete - 4" Brown Clay - 4.5" Total - 16" By Brandon D Coleman 1800 Transmittal Page 3/5 Attachments Concrete Coring Figure 1 Concrete Coring Figure 2 CEN Transmittal Page 5/5 TX Registered Firm # F-8461 ECS Southwest. LLP 2621 White Settlement Road Fort Worth, TX 76107 6823502250 8178478616 June 19, 2024 City of Fort Worth Fort Worth, TX 76102 ATTN: Accounts Payable CC: LETTER OF TRANSMITTAL RE: CPN 103751 Coring Contract 2021WSME Ellis - Northside ECS Job # 63:2050 Permits: Location: 920 Woodard St Fort Worth, TX 76107 ENCL: Field Report # 7 6/17/2024 Coring Assistant Timothy Tarbutton Vice President, Office Manager Travis Heinen CMT Project Coordinator Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings, and specifications for the activities, performed on this report date. 4. Incomplete or non -conforming work will be reported for future resolution. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/2 1000.1 TX Registered Engineering Firm # F-8461 ECS Southwest, LLP 2621 White Settlement Road Fort Worth, TX 76107 (682) 350-2250 [Phone] (817) 847-8616 [Fax] Project CPN 103751 Coring Contract 2021 WSME Ellis - Location Fort Worth, TX Client City of Fort Worth Contractor None Listed Remarks Coring Assistant FIELD REPORT Project No. 63:2050 Report No. 7 Day & Date Monday 6/17/2024 Weather 87 °/ Sunny On -Site Time 7.50 Lab Time 1.00 Travel Time* 0.20 Total 8.70 Re Obs Time 0.00 Trip Charges* 45.00 Tolls/Parking* Mileage* Time of Arrival Departure Chargeable Items 9:OOA 4:30P * Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. The undersigned arrived on site, as requested, to assist the lead ECS technician with coring. Please see Report 5 for more details. By Christopher A Campo 1800 Transmittal Page 2/2 TX Registered Firm # F-8461 ECS Southwest. LLP 2621 White Settlement Road Fort Worth, TX 76107 6823502250 8178478616 June 19, 2024 City of Fort Worth Fort Worth, TX 76102 ATTN: Accounts Payable CC: LETTER OF TRANSMITTAL RE: CPN 103751 Coring Contract 2021WSME Ellis - Northside ECS Job # 63:2050 Permits: Location: 920 Woodard St Fort Worth, TX 76107 ENCL: Field Report # 8 6/18/2024 Coring Assistant Timothy Tarbutton Vice President, Office Manager Travis Heinen CMT Project Coordinator Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings, and specifications for the activities, performed on this report date. 4. Incomplete or non -conforming work will be reported for future resolution. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/2 1000.1 TX Registered Engineering Firm # F-8461 ECS Southwest, LLP 2621 White Settlement Road Fort Worth, TX 76107 (682) 350-2250 [Phone] (817) 847-8616 [Fax] Project CPN 103751 Coring Contract 2021 WSME Ellis - Location Fort Worth, TX Client City of Fort Worth Contractor None Listed Remarks Coring Assistant FIELD REPORT Project No. 63:2050 Report No. 8 Day & Date Tuesday 6/18/2024 Weather 85 0/ Partly Cloudy On -Site Time 7.50 Lab Time 1.50 Travel Time* 0.20 Total 9.20 Re Obs Time 0.00 Trip Charges* 45.00 Tolls/Parking* Mileage* Time of Arrival Departure Chargeable Items 9:OOA 4:30P * Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. The undersigned arrived on site, as requested, to assist the lead ECS technician with coring. Please see Report 6 for more details. By Christopher A Campo 1700 Transmittal Page 2/2 TX Registered Firm # F-8461 ECS Southwest. LLP 2621 White Settlement Road Fort Worth, TX 76107 6823502250 8178478616 June 26, 2024 City of Fort Worth Fort Worth, TX 76102 ATTN: Accounts Payable CC: LETTER OF TRANSMITTAL RE: CPN 103751 Coring Contract 2021WSME Ellis - Northside ECS Job # 63:2050 Permits: Location: 920 Woodard St Fort Worth, TX 76107 ENCL: Field Report # 9 6/26/2024 Coring Assistant Timothy Tarbutton Vice President, Office Manager Travis Heinen CMT Project Coordinator Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings, and specifications for the activities, performed on this report date. 4. Incomplete or non -conforming work will be reported for future resolution. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/2 1000.1 TX Registered Engineering Firm # F-8461 ECS Southwest, LLP 2621 White Settlement Road Fort Worth, TX 76107 (682) 350-2250 [Phone] (817) 847-8616 [Fax] Project CPN 103751 Coring Contract 2021 WSME Ellis - Location Fort Worth, TX Client City of Fort Worth Contractor None Listed Remarks Coring Assistant FIELD REPORT Project No. 63:2050 Report No. 9 Day & Date Wednesday 6/26/2024 Weather 100 0/ Sunny On -Site Time 4.50 Lab Time 0.25 Travel Time* 0.33 Total 5.08 Re Obs Time 0.00 Trip Charges* 45.00 Tolls/Parking* Mileage* Time of Arrival Departure Chargeable Items 9:OOA 1:30P * Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. The undersigned arrived on site, as requested, to assist the lead ECS technician with coring. Please see Report 10 for more details. By Georgia H Swearingen 1800 Transmittal Page 2/2 TX Registered Firm # F-8461 ECS Southwest. LLP 2621 White Settlement Road Fort Worth, TX 76107 6823502250 8178478616 July 07, 2024 City of Fort Worth Fort Worth, TX 76102 ATTN: Accounts Payable CC: ENCL: Field Report # 10 6/26/2024 TOJJ Timothy Tarbutton Vice President, Office Manager LETTER OF TRANSMITTAL RE: CPN 103751 Coring Contract 2021WSME Ellis - Northside ECS Job # 63:2050 Permits: Location: 920 Woodard St Fort Worth, TX 76107 Travis Heinen CMT Project Coordinator Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings, and specifications for the activities, performed on this report date. 4. Incomplete or non -conforming work will be reported for future resolution. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/3 1000.1 TX Registered Engineering Firm # F-8461 ECS Southwest, LLP 2621 White Settlement Road Fort Worth, TX 76107 (682) 350-2250 [Phone] (817) 847-8616 [Fax] Project CPN 103751 Coring Contract 2021 WSME Ellis - Location Fort Worth, TX Client City of Fort Worth Contractor None Listed Remarks FIELD REPORT Project No. 63:2050 Report No. 10 Day & Date Wednesday 6/26/2024 Weather 95 °/ Sunny On -Site Time 5.75 Lab Time 1.25 Travel Time* 0.20 Total 7.20 Re Obs Time 0.00 Trip Charges* 45.00 Tolls/Parking* Mileage* Time of Arrival Departure Chargeable Items 8:15A 2:OOP * Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. The undersigned arrived on site, as requested, to core and collect soil samples from Ellis Ave. Please see the attached sketch. B15 Asphalt - 5" Brown Clay -I1" Total - 16" B16 Asphalt - 3" Brown Clay - 13" Total - 16" B19 Asphalt - 6" Brown Clay- 10" Total - 16" By Christopher A Campo 1800 Transmittal Page 2/3 TX Registered Firm # F-8461 ECS Southwest. LLP 2621 White Settlement Road Fort Worth, TX 76107 6823502250 8178478616 July 11, 2024 City of Fort Worth Fort Worth, TX 76102 ATTN: Accounts Payable CC: LETTER OF TRANSMITTAL RE: CPN 103751 Coring Contract 2021WSME Ellis - Northside ECS Job # 63:2050 Permits: Location: 920 Woodard St Fort Worth, TX 76107 ENCL: Field Report # 11 7/10/2024 Summary Report Timothy Tarbutton Vice President, Office Manager Travis Heinen CMT Project Coordinator Disclaimer 1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS. 2. The information in this report relates only to the activities performed on the report date. 3. Where appropriate, this report includes statements as to compliance with applicable project drawings, and specifications for the activities, performed on this report date. 4. Incomplete or non -conforming work will be reported for future resolution. 5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents. Transmittal Page 1/5 1000.1 TX Registered Engineering Firm # F-8461 ECS Southwest, LLP 2621 White Settlement Road FIELD REPORT Fort Worth, TX 76107 (682) 350-2250 [Phone] (817) 847-8616 [Fax] Project No. 63:2050 Report No. 11 Day & Date Wednesday 7/10/2024 Project CPN 103751 Coring Contract 2021WSME Ellis - Weather 0/ Location Fort Worth, TX On -Site Time 0.00 Client City of Fort Worth Lab Time 0.00 Travel Time* 0.00 Contractor None Listed Total 0.00 Re Obs Time 0.00 Remarks Summary Report Trip Charges* 45.00 Tolls/Parking` Mileage* Time of Arrival Departure Chargeable Items 2:00P 2:00P * Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. Please see the following summary of cores and soil samples collected for CPN 103751: B1 (Right Lane of Northbound N Main St Approx. 100' South of the NE 23rd St Intersection): 8.5" Concrete, 3880 psi 2" Asphalt 5.5" Brown Clayey Sand, 36 LL, 26 PL, 10 PI Total Depth: 16" B2 (Left Lane of Northbound N Main St Approx. 400' South of the NE 23rd St Intersection): 8.5" Concrete, 4480 psi 1.5" Asphalt 6" Brown Sandy Clay, 32 LL, 25 PL, 7 PI Total Depth: 16" B3 (Left Lane of Southbound N Main St Approx. 50' North of the NE 23rd St Intersection): 12" Concrete, 4200 psi 2" Asphalt 4" Light Brown Sandy Clay, 22 LL, 15 PL, 7 PI Total Depth: 18" B4 (Right Lane of Southbound N Main St Approx. 225' North of the NE 23rd St Intersection): 8" Concrete, 4710 psi 4" Asphalt 4" Brown Sandy Clay, 38 LL, 27 PL, 11 PI Total Depth: 16" By Travis Heinen 1505 Transmittal Page 2/5 B5 (Right Lane of Northbound N Main St Approx. 150' North of the NE 21st St Intersection): 8" Concrete, 4690 psi 1.5" Asphalt 6.5" Brown Sandy Clay, 28 LL, 11 PL, 17 PI Total Depth: 16" B6 (Left Lane of Northbound N Main St Approx. 300' South of the NE 21st St Intersection): 8" Concrete, 5330 psi 1.5" Asphalt 6.5" Light Brown Sandy Clay, 36 LL, 30 PL, 6 PI Total Depth: 16" B7 (Left Lane of Southbound N Main St Approx. 175' North of the NE 20th St Intersection): 9.25" Concrete, 5880 psi 1.5" Asphalt 5.25" Light Brown Clayey Sand, 38 LL, 30 PL, 8 PI Total Depth: 16" B8 (Right Lane of Southbound N Main St Approx. 150' Southeast of the NE 23rd St Intersection): 8.75" Concrete, 4910 psi 7.25" Concrete, (broke apart while being extracted) 4" Brown Sandy Clay, 40 LL, 26 PL, 14 PI Total Depth: 20" B9 (Right Lane of Northbound N Main St Approx. 150' Northwest of the NE 14th St Intersection): 10" Concrete, 4550 psi 6" Brown Sandy Clay 42 LL, 22 PL, 18 PI Total Depth: 16" B10 (Left Lane of Northbound N Main St Approx 4" Asphalt 4" Brick 1.5" Sand 3" Concrete, (broke apart while being extracted) 4" Brown Sandy Clay, 38 LL, 20 PL, 18 PI Total Depth: 16.5" 150' Southeast of the NE 14st St Intersection): B1 1 (Left Lane of Southbound N Main St Approx. 150' Northwest of the E Central Ave Intersection): 3.5" Asphalt 4" Brick 1.5" Sand 4.5" Concrete, (broke apart while being extracted) 4" Brown Sandy Clay, 44 LL, 22 PL, 22 PI Total Depth: 17.5" B12 (Right Lane of Southbound N Main St Approx. 150' Southeast of the E Central Ave Intersection): 5.5" Asphalt 4" Brick 1" Sand By Travis Heinen 1505 Transmittal Page 3/5 5" Concrete, (broke apart while being extracted) 4" Light Brown Sandy Clay, 30 LL, 20 PL, 10 PI Total Depth: 19.5" B13 (Right Lane of Northbound N Main St Approx 3.5" Asphalt 4" Brick 1" Sand 4" Concrete, (broke apart while being extracted) 4.5" Brown Sandy Clay, 35 LL, 22 PL, 13 PI Total Depth: 16" 200' Northwest of the E Northside Dr Intersection): B14 (Right Lane of Westbound Lane of E Northside Dr Approx. 50' Northeast of the N Main St Intersection): 4.5" Asphalt 4" Brick 2" Sand 4" Brown Sandy Clay, 44 LL, 23 PL, 21 PI Total Depth: 16" B1 5 (Northbound Lane of Ellis Ave Approx. 50' Northwest of the W Central Ave Intersection): 5" Asphalt 11" Light Reddish Brown Sandy Clay, LL 34, PL 15, PI 19 Total Depth: 16" B16 (Southbound Northbound Lane of Ellis Ave Approx. 225' Southeast of the NW 14th St Intersection): 3" Asphalt 13" Light Brown Sandy Clay, LL 18, PL 11, PI 7 Total Depth: 16" B1 7 (Northbound Lane of Ellis Ave Approx. 75' Northwest of the W Central Ave Intersection): 4.25" Asphalt 5.125" Concrete, 3620 pis 6.625" Brown Clayey Sand, 20 LL, 8 PL, 12 PI Total Depth: 16" B1 8 (Southbound Lane of Ellis Ave Approx. 475' Southeast of the NW 20th St Intersection): 12" Asphalt 4" Brown Clayey Sand, 34 LL, 14 PL, 20 PI Total Depth: 16" B1 9 (Northbound Lane of Ellis Ave Approx. 175' Southeast of the NW 20th St Intersection): 6" Asphalt 10" Brown Clayey Sand, 30 LL, 15 PL, 15 PI Total Depth: 16" B20 (Right Lane of Southbound Lane of Ellis Ave Approx. 150' North of the NW 20th St Intersection): 3.75" Asphalt 5.5" Concrete, 6680 psi By Travis Heinen 1505 Transmittal Page 4/5 6.75" Sandy Brown Clay, 40 LL, 21 PL, 19 PI Total Depth: 16" B21 (Left Lane of Southbound Lane of Ellis Ave Approx. 175' South of the NW 21st St Intersection): 8.75" Asphalt 0.5" Base material, LL 23, PL 17, PI 6 6.75" Brown Clayey Sand, LL 45, 20 PL, 25 PI Total Depth: 16" B22 (Left Lane of Northbound Lane of Ellis Ave Approx. 150' North of the NW 21st St Intersection): 8" Asphalt 1.75" Base material, LL 32, PL 18, PI 14 6.25" Dark Brown Sandy Clay, 34 LL, 16 PL, PI 18 Total Depth: 16" B23 (Right Lane of Northbound Lane of Ellis Ave Approx. 175' South of the NW 22nd St Intersection): 8.25" Asphalt 6.75" Concrete, 5700 psi 4" Tan Clay, 48 LL, 19 PL, 29 PI Total Depth: 19" B24 (Right Lane of Southbound Lane of Ellis Ave Approx. 125' North of the NW 22nd St Intersection): 6" Asphalt 7" Concrete, 8320 psi 4" Brown Sandy Clay, 35 LL, 19 PL, 16 PI Total Depth: 17" B25 (Left Lane of Southbound Lane of Ellis Ave Approx. 250' South of the NW 23rd St Intersection): 8" Asphalt 1.75" Base Material, 30 LL 30 18 PL, 12 PI 6.25" Dark Brown Clay, 54 LL, 21 PL, 33 PI Total Depth: 16" B26 (Left Lane of Northbound Lane of Ellis Ave Approx. 50' South of the NW 23rd St Intersection): 8.5" Asphalt 2.25" Base Material, LL 39, PL 23, PI 16 6" Dark Brown Sandy Clay, 60 LL, 24 PL, 36 PI Total Depth: 16.75" By Travis Heinen 1505 Transmittal Page 5/5 GC -4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 1, 2025 UVVGG—A kIVVIIV JU I]tl I]IVIVVHJ 'd ]VVltltl—I 1JVh10 VJOV ]JII\tl]J 1440)1011 11114101 1 1J -I -U00 Ilk) IV0LIVIJ—NVIIV\ 01/010 AlINItll 1411 0114 JNUIIVJU lid 0 0 N N x x H iw c Q J W D Ha ZW O O� H- HQ OOW W a0 LL z� O Q� � � n V cr W W Cn z W 0 = of U Z H < Z 3N 0 0 0E5 ui H- Q=G=3 > w W ^r Z O W Cl. z oZ r I OOr0 _ D of Q 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C 3 \ z HH id�qAI aaw aft w - a�i XF,r X30 �3 ®K2y_ yy Yy !qk LJ::L II Li - � m $g g Y a iii J — 1 �6U a V U 7 U a��Q -aka W - wB �"^N� •o s§ a vzww °�° o ofO z� sN�3 zwW w3 wfnFa �w �Q ,_ o�mN fl!? 3 o l__ w aW�<_"'�� o N o3="cWo - - F Fa° a���o< <� n z. �y �o o n �ww F � 6 oo z� WA �ma g a n r w r ::u 3� 3 _¢ ww 7_flu rn Q � xQ z e ;I Iji eieY �t a wws U k_!! iii O rc o °i�a�¢¢ zxaw^ u oz �:�5`m Fz OQUU WQ o a wow w gtl$€€dd$$ S o o z 8 F w m° o G>So oz mM�ww OW3 WOO. ¢W OWN mho mMw o N 11 S w a o x o W>ax mm a� 7E WAS �R �E g d fii €4 F4a 3iL t ai a illjai ° i @IL ! r Z HE 6y E T as @S"a 6 F F §AF l k 222 iF i as E ax wx > eel jjj ��s wm 3�- a� nSn °.Ke ¢ F z"a_ o =goo �� r ra'{.�E. 3a p5bd • W G �Vp C9U ooz �< =g !!!�6 aq� oak m jz� �a o� w zU �wp�w w 7 W o € a Q < _o Qy O Z= �•�J( N �o3,ta a� of rc 3 ' Nzom QK ` k+ gz3 woe oo �' za one g KHWW F / xu� a e � 1 k !! a � ≤ Its �g e �8 s I 3 S@ Sa 6Ba g a Ram tl< g� Urr Lei gg Y I$c a ,s�o C=FN Kimley-Horn � and Associates, Inc. CITY OF FORT WORTH WATER , SANITARY SEWER, & STORM DRAIN RELOCATIONS FOR THE TRINITY RIVER VISION - CENTRAL CITY PROJECT & TRINITY UPTOWN SERVICE AREA PHASE 1- BRIDGE AND CHANNEL RELOCATIONS UNIT I: PART 3- MAIN STREET BRIDGE WATER & SANITARY SEWER RELOCATIONS AND UNIT H: GRAND AVENUE STORM DRAIN RELOCATION PART 1 City Project No. 00969 Water Project No. P265-609170096987 Sewer Project No. P275-709170096987 Storm Project No. FE72-451970-006231701000 DOE No. 6940 KHA No. 061018052 Shop Drawing Review Comments Submittal Name: Concrete Pressure Pipe Submittal No. 33 11 13-01-D ® No Exceptions Taken ❑Not Approved Exceptions Noted ❑ Filed as Received ❑ Exceptions NotedlResubmit Approval is only for conformance with the design con- cept of the project and compliance with the infor- mation given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; for information that pertains solely to the fabrication processes or to techniques of construction; and for coordination of the work of all trades. KIMLEY-HORN AND ASSOCI ES, INC. 4e Te as Registered ic�i 4, ring i n F-9 z� 12s 6y General Comments: 1. No exceptions to pipe lay drawings or cales, 2. No exceptions to mortar inix design. Ensure that Specification 33 1113 Section 1.6-A-4 is followed. 3. Contractor still needs to submit a detailed sequence of work for 16 -inch, or larger, connections under Specification 33 12 25 Section 1.6 B and tapping sleeve per Section 1.6 A. Verify direction of cleaning wye with the contractor's proposed cleaning and disinfection plan. };,1�r14'_Utilities',t]61018052 %Wn Streer',CCXShop ❑ras;ing.fRe,icsced33 11 13-01-[) - Concrete Pre3sure Pipe doe S.J. LOUIS CONSTRUCTION OF TEXAS Lii . 520 South 6th Ave., P.O. Box 834 817/477-0320 Office • 8171477-0552 Fax Mansfield, Texas 76063 Equal Opportunity Employer / Contractor SUBMITTAL TRANSMITTAL Date: August 20, 2013 Project: Water, Sanitary Sewer & Storm Drain Relocations foi the Trinity River Vision - Central City Project & Trinity Uptown Service Area Phase I - Bridge and Channel Relocations Project No.: 21303 Submittal No.: 33 11 13-01-D Specification Section: 33 11 13 To: Kimley-Horn and Associates, Inc. 801 Cherry Street, Suite 950 Fort Worth, TX 76102 Attn: Ben Raef, PE WE ARE SENDING: Herewith................................................. X Under Separate Cover ................................. By Messenger/Courier................................. Print(s) Each of the Following: Concrete Pressure Pipe Supplier: Hanson 1. Concrete Pressure Pipe (CPP) Specifications THESE ARE TRANSMITTED AS CHECKED: For Review & Approval..........X Notes/Comments: Mortar mix design to include the use of sand, cement, and water. S.J. Louis to mix mortar on site. Logan Edmonson PRINTED NAME PROJECT COORDINATOR TITLE S.J. LOUIS CONSTRUCTION OF TEXAS Lii . 520 South 6th Ave., P.O. Box 834 817/477-0320 Office • 8171477-0552 Fax Mansfield, Texas 76063 Equal Opportunity Employer / Contractor SUBMITTAL TRANSMITTAL Date: August 20, 2013 Project: Water, Sanitary Sewer & Storm Drain Relocations foi the Trinity River Vision - Central City Project & Trinity Uptown Service Area Phase I - Bridge and Channel Relocations Project No.: 21303 Submittal No.: 33 11 13-01-D Specification Section: 33 11 13 To: Kimley-Horn and Associates, Inc. 801 Cherry Street, Suite 950 Fort Worth, TX 76102 Attn: Ben Raef, PE WE ARE SENDING: Herewith................................................. X Under Separate Cover ................................. By Messenger/Courier................................. Print(s) Each of the Following: Concrete Pressure Pipe Supplier: Hanson 1. Concrete Pressure Pipe (CPP) Specifications THESE ARE TRANSMITTED AS CHECKED: For Review & Approval..........X Notes/Comments: Mortar mix design to include the use of sand, cement, and water. S.J. Louis to mix mortar on site. Logan Edmonson PRINTED NAME PROJECT COORDINATOR TITLE w w � I a v) E I N 0 0 I I C o 0 Z N < O r <o M cn . z a z cu Of W e 0 QZ � C) — w O U) w Oo ~z ) a o uw iL Z cr r') t3 W 06 UI UI 0, W o o Uw cx <0 (n ❑M❑ D as Cl)■®m a cf)¢ cr O O O O N (n III NNN° (O OO ¢ V) V) (n (nl (n (3 (1) (1) (n N N co NJJJLJ N O) (iO C3O w > t,) _ E �I OOOO I C) 0 U) z 0)0)0)1(1 O a� (n 0 ; j 0 OCL F J 1!!!!!! a F- ___J HC) < I a- 0] Z I- p) O N 0 L12 Q U) u. X LJ W C) i j C C rn .Lri C: (I-) z. ! c'V) C > <t C r-' - Q cam c U) C I -j C7 C; ) cn 1 L... . ` , :::::2: r-� c � z <y r� N)U)Ir ) z w L- - ¢' a_ ::h J ooa _ Z` ZJ C J J C^— U) 1` G I _ U _� ;' C: L j I^- J U` J CC Cr ._.; CL {•- © `--•' Z 0... (\I OO'— U O ,^— ^ Z -j :_ (;J J —4'L2'. 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CITY OF FORT WORTH WATER, SANITARY SEWER, & STORM DRAIN RELOCATIONS FOR THE TRINITY RIVER VISION - CENTRAL CITY PROJECT & TRINITY UPTOWN SERVICE AREA PHASE 1- BRIDGE AND CHANNEL RELOCATIONS UNIT I: PART 3- MAIN STREET BRIDGE WATER & SANITARY SEWER RELOCATIONS AND UNIT H: GRAND AVENUE STORM DRAIN RELOCATION PART 1 City Project No. 00969 Water Project No. P265-609170096987 Sewer Project No. P275-709170096987 Storm Project No. FE72-451970-006231701000 DOE No. 6940 I: —1x'11. Ir'fnTiF:I� ►a Shop Drawing Review Comments Submittal Name: 36 -inch Steel Pressure Pipe Submittal No. 33 11 14-02-B El No Exceptions Taken ❑Not Approved ❑ Exceptions Noted ❑ Filed as Received ❑ Exceptions NotedlResubmit Approval is only for conformance with the design con- cept of the project and compliance with the infor- mation given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; for information that pertains solely to the fabrication processes or to techniques of construction; and for coordination of the work of all trades. KIMLEY-HORN AND ASSOCIATES, INC. Texas Registered Engi9e,Jg Inrr F-928 Date ° � e� /� �/ By ' 4J/- C General Comments: 1. None K:\FTW Utilities,0610180521NRain_StreeL.CCAIShop Drawings\Reviewed',33 k 1 14-01-B - 36 -inch Steel Pressure Pipe.doc ! S.J. LOUIS CONSTRUCTION OF TEXAS LTD. 520 South 6th Ave., P.O. Box 834 817/477-0320 Office • 817/477-0552 Fax Mansfield, Texas 76063 Equal Opportunity Employer / Contractor SUBMITTAL TRANSMITTAL Date: June 18, 2013 Project: Water, Sanitary Sewer & Storm Drain Relocations for the Trinity River Vision - Central City Project & Trinity Uptown Service Area Phase I - Bridge and Channel Relocations Project No.: 21303 Submittal No.: 33 11 14-02-B Specification Section: 33 1114 To: Kim ley -Horn and Associates, Inc. 801 Cherry Street, Suite 950 Fort Worth, TX 76102 Attn: Ben Raef, PE WE ARE SENDING: Herewith................................................ X. Under Separate Cover ..................................1 By Messenger/Courier................................. Print(s) Each of the Following: Hanson Lay Schedule for 36" Steel Water Pipe Supplier: Hanson Pipe 1. Revised Lay Schedule for 36" Steel Water Pipe 2. Design Calculation 3. MSDS for Corropipe II Omni THESE ARE TRANSMITTED AS CHECKED: Notes/Comments: For Review & Approval......... X Certification Statement: Contractor has reviewed submittal and determined it to be in compliance with the contract documents. 6/18/2013 SI ATURE DATE Sam Hanna PRINTED NAME PROJECT MANAGER TITLE June 18, 2013 SJ Louis Construction 520 South 6th Avenue Mansfield, TX 76063 Attention: Mr. Sam Hanna ■ SUN Hanson HE1DELBERGCEMENTGroup Hanson Pressure Pipe 1003 N. MacArthur Blvd Grand Prairie, TX 75050 Tel: (972) 262-3600 Fax: (972) 264-6236 www.hansonbuildingproducts.com SUBJECT: FT. WORTH, TEXAS Trinity River Vision - Central City Project & Trinity Uptown Service Hanson Job No. 130076 Gentlemen: Enclosed is one copy of our drawings No. 130076, sheets 1, 2, 4B through 4D, 5 through 9, D1 through D13, which show the material we are furnishing for the subject project. Please arrange for the distribution of the enclosures. These drawings have been approved and issued for the manufacture of the material as shown. Please note the following responses to the consulting engineers comments: 1. The drawings in Change Order No. 1, dated 5/21/2013, did not effect the 36" and 24" steel pipe in this submittal. 2. On sheet D10 or our drawing submittal, we have moved the 4" flange outlet to reflect its location shown in detail 33 12 30-D139 on sheet 45. By doing so, the orientation of the 4" flange outlet no longer reflects the location shown in section A -A, Sta. 17+88.00, on sheet 48 and section A -A, Sta. 25+16.00, on sheet 49. 3. Contractor to wrap the ASTM A193, Grade 8 Class li flange bolts we are providing with petrolatum tape in the field. 4. We will provide nuts that are ASTM A194, Grade 8, Xylan coated with AISI 304 stainless steel washers. We have revised the description of the nuts on sheet D13 of our drawing submittal. 5. For piece 142, on sheet 8, the description for this pieces includes the words " w/ 6" extra 36" cylinder". The contractor had requested this for field adjustment. This meant that the leg length was shown at 2.42', but was detailed 6" longer, 2.42' + 0.50' = 2.92' or 35" as shown on sheet D9. This was done for piece T48 also. ®nm tmHanson iiEiDELBERGCEMENTGroup Page 2 130076 6. On sheet D11 we have revised the detail of pieces BS44 & BS49 to show that the 1" gap on the interior will be mortar grouted in the field. 7. We have verified an earth cover of 50 ft. for the 36" steel pipe and 10 ft. for the 24" steel pipe fittings in design calculations. 8. A minimum live load of 0, was used due to the verified earth cover of 50 ft. and 10 ft. 9. Soil weight of 130 lb/cu-ft. were used in both 36" and 24" calculations. Revised pipe design calculation are included with this submittal. If you have any questions in regard to delivery, please contact Jerry_Vau.ghn at 972/262-3600 Please feel free to call on us whenever we may be of further assistance. 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Worth, TX Input: Working Pressure: PW := 150 psi Steel yield stress: fy := 33000 psi Pipe inside diameter: ID := 36 in Mortar Lining Thickness: tm := 0.375 in Mortar Coating Thickness: tc := 0. in Earth Cover: He := 50 ft ASSHTO HS -20 Live Load: Wi := 0 lbs/ft (per Soil Weight: w := 130 lb/cu-ft Modulus of elasticity, Concrete: Ec := 4000000 Check Minimum required steel plate thickness: Hanson Project No.: 130076 "®Hanson tcL¢nd; xJaC.�vua H4np4n 93klunf PAW Surge Pressure: Pt := 100 psi Design Vacuum Pressure: Pvac 14.7 psi Eprime 3000 psi Steel Cylinder Thickness: t := 0.5 in(specified) Steel cylinder OD: Dyo := ID + 2•(t + tm) Dya = 37.75 in Deflection Lag Factor: DL := 1 Bedding Constant: Kc := 0.1 Steel: ES := 30000000 Working Pressure: PW Dy° — 0.172 in Surge Pressure: (PW + Pt).D0 = 0.191 in 2.0.5•fy 2.0.75•fy 1 Vacuum Pressure: D • Pvac 3 = 0.251 in Handling: 144 = 0.262 in D0• 50200000 144 (only applicable for exposed piping) Allowable Deflection: (ID+2tm+2tc+2t) External Dead Load: We := Hc•w and We = 20447.92 lb/ft 12 Total Load: WT := We + Wiand WT = 20447.92 lb/ft 3 t 3 +3 Pipe Wall Stiffness: El := 30000000.12 1 1 + 4000000. + 4000000. and El = 330078 12 ID+t+tm+tc Pipe Wall Mean Radius: Rm := d D — 18 44 F an m = . Limiting deflection % of pipe Steel Cylinder OD: Mortar -lined & coated = 2%, Mortar -lined & flexible coated = 3%, Flexible lined & coated = 5% d := if(tc = 0,if(tr, = 0,0.05,0.03) ,0.02) and d = 0.03 T 3 DL•Kc• 1W2 •Rm3 Ox := and Ox = 0.723 in < allowable d•Dyo = 1.133 in El + 0.061 - Eprime' Rm3 Donn 1 ,-f') 0 DIM I r,/17I')l114 AWWA C200 STEEL PIPE :.01 "®Hanson DESIGN CALCULATION Mynp4r. PiP,a!lum PIP! Check Buckling: Height of Water above pipe: hw := Hc•12 in Factor of Safety: FS := 2.0 Bprime 1 - 0.065• He 1+4•e Bprime = 0.87 h Water Bouyancy Factor: Rw := 1 - 0.33• 12 Rw = 0.67 H•12 1 Allowable Buckling Pressure: qa (FS) - L32 R`" Bprime•Eprime' EI 2 Dyo Summation of External Loads in Normal Pipe Installation: WT q := 0.0361 • hw + Rw. + Pvac and q = 66.6 psi 12•Dy0 < allowable buckling pressure < qa = 292.26 psi Required Steel Plate thickness: t = 0.5 in and qa = 292.26 psi Donn 0 0 DIM I r,/1 717!14 4 AWWA C200 STEEL PIPE DESIGN CALCULATION Project Location: Ft. Worth, TX Input: Working Pressure: PW := 150 psi Steel yield stress: fy := 33000 psi Pipe inside diameter: ID := 24 in Mortar Lining Thickness: tm := 0.375 in Mortar Coating Thickness: tc := 0. in Earth Cover: He := 10 ft ASSHTO HS -20 Live Load: Wi := 0 lbs/ft (per Soil Weight: w := 130 lb/cu-ft Modulus of elasticity, Concrete: Ec := 4000000 Check Minimum required steel plate thickness: Hanson Project No.: 130076 "®Hanson tcL¢nd; xJaC.�vua H4np4n 93klunf PAW Surge Pressure: Pt := 100 psi Design Vacuum Pressure: Pvac 14.7 psi Eprime 1000 psi Steel Cylinder Thickness: t := 0.5 in(specified) Steel cylinder OD: Dyo := ID + 2•(t + tm) Dya = 25.75 in Deflection Lag Factor: DL := 1 Bedding Constant: Kc := 0.1 Steel: ES := 30000000 Working Pressure: PW Dy° — 0.117 in Surge Pressure: (PW + Pt).D0 = 0.13 in 2.0.5•fy 2.0.75•fy 1 Vacuum Pressure: D • Pvac 3 = 0.171 in 144 Handling: = 0.179 in y° 50200000 144 (only applicable for exposed piping) Allowable Deflection: (ID+2tm+2tc+2t) External Dead Load: We := Hc•w and We = 2789.58 lb/ft 12 Total Load: WT := We + Wiand WT = 2789.58 lb/ft 3 t 3 +3 Pipe Wall Stiffness: El := 30000000.12 1 1 + 4000000. + 4000000. and El = 330078 12 ID+t+tm+tc Pipe Wall Mean Radius: Rm := d R — 12 44 F an m = . Limiting deflection % of pipe Steel Cylinder OD: Mortar -lined & coated = 2%, Mortar -lined & flexible coated = 3%, Flexible lined & coated = 5% d := if(tc = 0,if(tr, = 0,0.05,0.03) ,0.02) and d = 0.03 T 3 DL•Kc• 1W2 •Rm3 Ox := and Ox = 0.100 in < allowable d•Dyo = 0.772 in El + 0.061 - Eprime' Rm3 Donn 1 ,-f') 0 DIM I r,/17I')l114 AWWA C200 STEEL PIPE :.01 "®Hanson DESIGN CALCULATION Mynp4r. PiP,a!lum PIP! Check Buckling: Height of Water above pipe: hw := Hc•12 in Factor of Safety: FS := 2.0 Bprime 1 - 0.065• He 1+4•e Bprime = 0.32 h Water Bouyancy Factor: Rw := 1 - 0.33• 12 Rw = 0.67 H•12 1 Allowable Buckling Pressure: qa (FS) - L32 R`" Bprime•Eprime' EI 2 Dyo Summation of External Loads in Normal Pipe Installation: WT q := 0.0361 • hw + Rw. + Pvac and q = 25.08 psi 12•Dy0 < allowable buckling pressure < qa = 183.18 psi Required Steel Plate thickness: t = 0.5 in and qa = 183.18 psi Donn 0 0 DIM I r,/1 717!14 4 Madison Chemical Industries Inc. CORROPIPE® II OMNI TECHNICAL DATA PIPELINE COATINGS & LINING SYSTEM THE PRODUCT AND ITS USES CorroPipe II Omni is 1:1 ratio, 100% solids all-purpose coating for the interior and exterior of steel, ductile iron and concrete pipe against corrosion, abrasion and moderate chemical attack. It cures at virtually any ambient temperature to form a "structural" polyurethane film, hard yet resilient, which adheres tenaciously to any substrate. CorroPipe II Omni is non-flammable and is available in three setting times, snap set, snap fast and fast set. CorroPipe II Omni is a pure polyurethane product, combined with several performance enhancers, notably Madison's unique AP -50 Adhesion Promoter and Aquanox hydrophobic polymer. Because of AP -50 Adhesion Promoter, CorroPipe II Omni will provide significantly greater adhesion and resistance to cathodic disbondment than could otherwise be achieved. Thus, it is ideally suited to applications where it would be impractical or impossible to achieve an ideal level of surface preparation. On average, the increase in adhesion is about 50% (hence the name AP -50). For some applications, CorroPipe II Omni can be used in conjunction with Madison FerroGrip Surface Conditioner and eliminate the need for expensive and invasive abrasive blasting. CorroPipe II Omni is available in two versions: CorroPipe II Omni (CM) is a modified version containing Madison NanoShield, a form of ceramic nanospheres that enhance the already high abrasion resistance of this product making it ideal for highly abrasive or high flow applications. CorroPipe II Omni (AM) is a modified version containing Madison MicroSpear, a permanent and powerful EPA registered Anit-Microbial agent which helps prevent microbiological attack of the coating and substrate being protected and thus offers extended service life in wastewater environments. NOW CONTAINS AP -50 ADHESION PROMOTER AS A STANDARD INGREDIENT TECHNICAL INFORMATION PROPERTY TEST DESCRIPTION RESULTS Application Temperatures N/A-20°C(0°F) to 65°C (150°F) Initial Setting Time @20°C/70°F Snap Set: 30 - 60 seconds Snap Fast: 1 - 3 minutes Fast Set: 4 - 7 minutes Curing Time Before Handling @20°C/70°F Three times initial setting time Ultimate Cure @20°C/70°F 7 days Recoat Time* @20°C/70°F Within 45 minutes Solids Content ASTM D-1259 99±1% Volatile Organic Compounds (VOC's) ASTM D-2369 <1 gram/litre; < 0.0005 lbs/gallon Theoretical Coverage N/A 1016 m2/litre/micron; 1604 ft2/USgallon/mil Adhesion to Steel ASTM D-4541 (SSPC SP10) Greater than 2,000 psi Adhesion to Concrete ASTM D-4541 Greater than the cohesive strength of concrete Hardness ASTM D-2240 Shore D 70 +/ -5 Flexibility ASTM D-522 (20 mils) 180° over 3" mandrel Abrasion Resistance ASTM D-4060 (CS -17 Taber, 50 ± 10 mg loss 1 kg weights, 1000 revolutions) Resistance to Cathodic Disbondment CSA Z245 (65°C, 48 hours, 20mils) Excellent; less than 12 mm radius Colors Contact a Madison Representative °However, recoat window varies depending on the spray equipment temperature setting, the ambient conditions, product temperature/thickness and the temperature of the substrate being coated. NOTE: All statements, technical information and recommendations contained herein are typical of results obtained under laboratory conditions and are not intended to be used as contract specifications. For specification guidelines please contact Madison Chemical. The information contained herein is believed to be accurate as of date of publication. Madison reserves the right to change product specifications without notice. APPLICATION INSTRUCTIONS CONTACT MADISON FOR DETAILED APPLICATION INSTRUCTION BULLETIN (ALSO AVAILABLE ONLINE). A. SURFACE PREPARATION 1) Ensure that surface is clean, dry and uncontaminated. Proceed only if the substrate temperature is more than 3°C(5°F) above the dew point temperature during surface preparation and coating application. 2) Abrasive blast clean with angular media (sand, aluminum oxide, garnet or steel grit G40 or coarser). DO NOT USE steel shot or other non -angular products or slag -based media. For steel surfaces, blast to a Near White Blast (SSPC-SP10; NACE 2; SA 2.5) to the following minimum profile depths: 3.0 mils (75 microns) for immersion, 2.5 mils (65 microns) for embedded, 2.0 mils (50 microns) for atmospheric. For ductile iron surfaces, abrasive blast to achieve a surface anchor profile of 2.5 mils or greater. Remove all rust and loose oxides. For concrete surfaces, abrasive blast to remove laitance. NOTE: For some applications it may be possible to dispense with abrasive blasting and to use Madison's FerroGrip Surface Conditioner, an environmentally -friendly liquid that dissolves corrosion and mill scale, degreases and etches the surface and deposits a layer of Madison AP -50 Adhesion Promoter which then works synergistically with CorroPipe II Omni, which also contains AP -50. Consult your Madison rep. B. APPLICATION OF COATING 1) Roll or agitate individual components thoroughly before use to disperse pigments and assure homogeneity. Do not thin. Do not mix "A" and "B" together. 2) Spray apply using a plural component, 1:1 mix ratio, heated airless spray unit. 3) Unlimited film thickness can be obtained in one continuous coating operation, using one of several techniques. Contain Madison for detailed instructions. 4) For coating on a conveyor line, a uniform pipe temperature of between 20°C(70°F) and 55°C(120°F) is required to enable the coating to cure quickly. Otherwise, substrate temperature is unimportant. 5) A second coat may be applied over the first, as long as it is applied within the recoat window. Otherwise, it may be necessary to roughen the surface to ensure good intercoat adhesion. C. CLEAN-UP AND STORAGE 1) This material will react with humidity and moisture. Keep containers tightly sealed. For clean-up, use only Madison VR-1 Viscosity Reducer, as any other reducers whether from Madison or a third party may ruin the product. 2) Store between 10°C(50°F) and 27°C(80°F). DO NOT FREEZE. Use product within 6 months of receiving. HEALTH AND SAFETY CorroPipe II Omni is intended for industrial or professional use only. It contains no monomeric isocyanates but may nevertheless cause respiratory distress in some people. Provide ample ventilation in confined areas. Wear a NIOSH- approved cartridge -type face mask or a fresh air respirator in spray area. If swallowed, DO NOT induce vomiting as this will cause additional throat irritation; contact physician for instructions. Protect skin by wearing rubber gloves, safety goggles and protective clothing. If splashed on skin, remove immediately a Madison Reducer (VR-1, VR-2 or VR-4) as product is very solvent resistant once it starts to polymerize (cure). If splashed in eyes, wash liberally with clean water and contact physician; temporary irritation of eyes may last several days. See MSDS for more information. The finished product is totally inert and harmless. Review Application Instruction Bulletin for additional safety information. LIMITED TWO YEAR WARRANTY Madison will replace any product which, in service for which it is suitable, fails to meet specifications within two years of sale and which is proven to be defective when applied according to instructions by a Madison Approved Applicator or Certified OEM Applicator. Madison accepts no responsibility or liability for any other loss, claim, damage, injury or expense, direct or consequential, in contract or negligence. This product replacement warranty is in lieu of any other right, warranty, guarantee or condition, statutory or otherwise, expressed or implied, whether as to fitness for a particular purpose or as to merchantable quality or otherwise. Note:The following are Trademarks and/or Registered Trademarks of Madison Chemical Industries Inc.: Madison, CorroPipe, Adhesion Promoter, MicroSpear, NanoShield, FerroGrip and VR Reducers. 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N 4- 4- U) 4- LU M C 2 @ @ -c % > a) LU N O N 00 0, N I� GC -6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 1, 2025 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator, 50,000 pounds or less $ 17.19 Excavator Operator, Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter, Structures $ 13.84 Form Setter, Paving & Curb $ 13.16 Foundation Drill Operator, Crawler Mounted $ 17.99 Foundation Drill Operator, Truck Mounted $ 21.07 Front End Loader Operator, 3 CY or Less $ 13.69 Front End Loader Operator, Over 3 CY $ 14.72 Laborer, Common $ 10.72 Laborer, Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator, Fine Grade $ 17.19 Motor Grader Operator, Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy -Float $ 16.24 Truck Driver Transit -Mix $ 14.14 Truck Driver, Single Axle $ 12.31 Truck Driver, Single or Tandem Axle Dump Truck $ 12.62 Truck Driver, Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. Page 1 of 1 GC -6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 1, 2025 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Water & SS Replacement Contract 2021, WSM-E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103751 Revised September 1, 2025 CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 9/30/2025 Auentinni Mix nesiens do not supersede CFW Sneei0ca0ons !!!!!!!!!! Concrete 1 19/9/2022 14/3/2025 17/16/2025 19/9/2022 14/1/2024 19/9/2022 19/9/2022 19/9/2022 14/28/2025 10/4/2023 10/4/2023 11/18/2023 11/24/2023 110/24/2024 110/24/2024 110/18/2024 19/9/2022 19/9/2022 110/10/2022 19/9/2022 19/9/2022 19/9/2022 111/20/2023 32 13 13 111/20/2023 321313 Class A (Sidewalk, ADA RamRs, Driveways, Curb/Gutter, Median Pavement) 32 13 20 jNix Design Carder Concrete FWCC50202I 32 13 20 -Mix Design Chisholm Trail Redi Mix C13020AE 32 13 20 /Aix Design Chisholm Trail Redi Mix CT6020A 32 13 20 Mix Design .City Concrete Comoany 30HA2011 32 13 20 —Mix Design Cow Town Redi Mix 253-W 321320 I Mix Design I Cow Town Redi Mix 250 321320 1 Mix Design Cow Town Redi Mix 350 132 13 20 Mix Design Estrada Ready Mix R3050AEWR 32 1320 Mix Design 'Holcim - SOR, Inc. 1261 32 13 20 Mix Design Holcim - SOR, Inc. `5177 32 13 20 Mix Design Holcim - SOR, Inc. 530WA-TI 32 13 20 Mix Design Liquid Stone £301D 32 13 20 Mix Design Martin Marietta 82136214 32 1320 Mix Design Martin Marietta 82136014 32 1320 Mix Design Martin Marietta R2136N 14 32 13 20 Mix Design Martin Marietta 722136820 132 13 20 1Mix Design IMartin Marietta %22136N20 32 1320 sIix Design TMartin Marietta 82141 K24 132 1320 Mix Design I Martin Marietta R2136K14 132 13 20 js1ix Des1�n Martin Marietta 82131314 32 13 20 4t4ix Design -Martin Marietta R2132214 32 1320 aIix Design Martin Marietta D9490SC 32 1320 is4ix Design Martin Marietta R2136R14 32 13 20 'Nix Design NBR Ready Mix CLS A-YY 32 13 20 Mix Design NBR Ready Mix CLS A -NY 32 1320 ilMix Design 3sbum 30A50MR 32 13 20 'Mix Design Rapid Redi Mix RRM5020A 32 13 20 Mix Deng tapid Redi Mix RRM5525A 32 13 20 Mix Design ISRM Concrete 30850 32 1320 IMix Design I SRM Concrete 30350 32 1320 mix Design SRM Concrete '30050 132 13 20 Mix Design Tarrant Concrete FW5025A 32 13 20 Mix Design Tarrant Concrete CP5020A 32 13 20 Mix Design Tarrant Concrete TCFW5020A 32 13 20 Mix Design Tarrant Concrete FW5525A2 32 13 20 Mix Desgi Titan Ready Mix 3020AE '321320 Mix Design True Grit Redi Mix 0250.230 .32 13 20 Mix Design True Grit Redi Mix 0250.2301 Class CIP nlets, Manholes, 3unction Boxes, Encasement, Blocldngp Collars, (Spread Footing Pedestal Pole Foundations (Reference Detail 34 41 10-D6O5A) 13213 13 Mix Design 55 3213 13 Mix Design 321320 Mix Design 32 13 20 Mix Design 132 13 20 Mix Design .321320 Mix Design 32 13 13 Mix Design 32 13 13 Mix Design 32 13 13 Mix Design '3213 13 Mix Design 32 13 13 Mix Design 32 13 13 Mix Design 32 13 13 Mix Design .321313 Mix Design 32 13 13 Mix Design 32 13 13 Mix Design 32 13 13 Mix Design 32 13 13 Mix Design 32 13 13 Mix Design 32 13 13 Mix Design 32 13 13 Mix Design Martin Marietta 321313 Mix Design Martin Marietta 112141R24 Mix Design Martin Marietta R2146R33 Mix Design I Martin Marietta 1121461(33 321320 I Mix Design erican Concrete Comoany �30CAF029 1 32 1320 ;Mix Design i Town Concrete 2211 1322 13 20 3s1ix Design 1Btg Town Concrete 122113 With 30% Slag :32 13 20 'Mix Design 'Bumco Texas 30UIOIAG 32 1320 Mix Design Bamco Texas 30U500BG 121120 Mix Design Carder Concrete FWCC502001 "With 20% Fly Ash With 20% Fly Ash 3000 psi 3000 nsi 3000 nsi 3000 psi 3000 psi 3000 psi 3500 psi 3000 psi 3600 psi 3000 psi 3000 psi 3000 nxi 3000 nsi 3000 nsi 3000 osi 3000 psi 3000 psi 3000 psi 3000 psi 3000 psi 3000 psi 3000 nsi 3000 nsi 4000 psi 3000 nsi 3000 nsi 3000 psi 3000 psi 3000 psi 3000 psi 3000 psi 3000 psi 3000 psi 3600 nsi 3000 psi 3000 psi 3000 nsi 3000 psi 3000 psi 3000 psi 3000 psi 3000 psi 3000 psi 3000 nsi American Concrete Company 40CNF06 000 psi 1'Bumco Texas I IOUSOOBG 4000 nsi IChisholm Trail Redi Mix CT6020A 3600 psi IChisholm Trail Redi Mix 'GTFW5520A 3600 osi Chisholm Trail Redi Mix 1 �TFW6020A 4000 psi eChisholm Trail Redi Mix 1 OTFW5020A With 20% Fly Ash 3000 nsi Cow Town Redi Mix �55-2 3000 psi Cow Town Redi Mix 155 3000 nsi Cow Town Redi Mix 255 3500 psi Cow Town Redi Mix 270 5000 nsi Cow Town Redi Mix 370 5000 nsi Cow Town Redi Mix 353 3000 osi Cow Town Redi Mix 257 3600 osi Cow Town Redi Mix 357 3600 nsi Cow Town Redi Mix 265-42 4200 psi Holcim - SOR, Inc. 1701 4000 psi Holcim - SOR, Inc. 1551 3000 psi Holcim - SOR, Inc. 5409 4000 psi Holcim - SOR, Inc. 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G �'8�8�8�1O1E n C7 ^ C7 U E Gov%vgvgv U F U F U F U F �ama.m a.ma m'a. 0 0 0 o c o UUUUUUuuu d 4' 4�' fyi ai FC F4 4� 4' fx E « nV; qi 4a'c-' dQF FF-o 0 LO na a: a a o m 0 A m m 0 o Cw y ri�rn U viU rn o U v"iU y o h u E22222222E o v v v c v v v O v v A 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 3303 13 Urethane Hydrophilic Watorotop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412/D792 04/26/00 3305 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-00I 04/26/00 3305 13 Profile Gasket for 4' Diam. MH. Press -seal Gasket Corp. 250-4G Gasket ASTM C -443/C-361 SS MH 1/26/99 3305 13 HOPE Manhole Adjustment Bingo Ladtech, Inc HOPE Adjustment Ring Traffic and Non -traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS Wra idSeal Manhole Encapsulation Syatens Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26199 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. Manufacturing Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) 33 05 13 Manhole Frames and Covers I Western Iron Works, Bass & Hays FoundIry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) 3305Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/1.8Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18Manhole Frames and Covers Neenh Found NF 1274 ASTM A48 & AASHTO M306 30" Dia. Manhole Frames and Covers Si a Co oration MH-144N 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 Crating 24" dia. 10/31/06 3305 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) 5E32 -REFS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V 1483 Designs AASHTO M306-04 30" Dia. 11/02/10 3305 13 30" Dia. Mll Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia 07/19/1 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 Lnok/MPIC/T-Gasket ASSHTO MISS & ASTM A53b 30" Dia 06/01/17 3405 13 30" Dia. MH Ring and Cover Lockable) CI SIP Industries 2280(32") ASTM A 48 30" Dia. 12/05/23 3403 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 4267WT - Hinged (32") ASTM A 48 30" Dia. 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, WI Lock w/o Ring 30" Dia. 10/07/21 3403 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 2/3/16) 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamli t 24" Dia. 3303 13 Manhole Frames and Covers Neanah Costing 24" Dia. 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Has Foundry 300-24P 24" Dia. 3305 13 Manhole Frames and 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)Seram ore Industries Private Ltd. 300-24-23.75 Ringand Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) 33 39 10 Manhole, Precast Concrete Hydra 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" 05/08/18 33 39 10 Manhole, Precast Concrete The Tumor Company48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 09/03/24 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. Manhole, 32 Opemng and at top, Transition Cones) ASTM C 478 48" 10 84" I.D. 06/09/10 3339 10 Manhole, Precast (Reinforced Pol er)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 3920 Manhole, Precast Concrete Forterm Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Artnorock 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 Predl Systems) 48" & 60" LD. Manhole w/32" Cone 48" Sc 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 33 39 20 Manhole, Precast einforced Pol ar) Concrete P3 PoIsoners, RockHardsc 48" & 60" ID. Manhole w/32" Cone 04/28/07 Manhole, Precast Reinforced Polymer) Concrete Amitech USA Meyer Pol Grote Pipr Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 For use when Std. MH cannot be Wastewater Access Chamber Quickstream Solutions, Inc. T e 8 Maintenace Shaft (Poo it) installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious El -14 Manhole Rehab Systems Quadex 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSP E1-14 Manhole Rehab Systems AP/M Permeform 4/20/01 El -14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab Stem 5/12/03 E1-14 Manhole Rehab System (Liner) Triples Lining System MH repair roduct to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Sopair 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 E1-14 Manhole Rehab Systems Spraysv, Spray Wall Polyurethane Coating ASTM D639/D790 12/14/01 Coating for Corrosion rotoction(Exterior) ERTECH Series 20230 and 2100 (As hatic Emulsion Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SIHB, 51, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 03/19/18 33 OS 16,3339 10, 333920 Coating for Corrosion rotection(Exterior) Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade As hatic Emulsion) For Exterior Coating of Concrete Structures Ooly Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) 33 05 13 Manhole Insert Knutson Enter rises Made to Order - Plastic ASTM D 1248 Far 24" dia. 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 Far 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 09/14/10 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 10 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Pewerchock 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 13 Casing Spacers Raci (Completely HDPE) Per Manufacturers Requirements (Sewer Applications Only) 8" - 12" (Sewer Only) Water & Sewer -Pipes/Ductile Iron 33-11-10(1/8/13) 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, Art/WA O150, C I5I 3" thea 24" 08/24/18 33 It 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Futile Pipe (Bell Spigot) AWWA C 150, C l5l 4" thra 30" 08/24/18 33 I l 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 4" thou 30" 331110 Ductile Iron Pipe U.S. Pipe and FoundryCo. AWWA C150, C(51 33 I1 l0 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/13) 02/25/02 EpoxyEpany Lining System Sauereisen, Inc SewerGard 210195 LA County #210-1.33 12/14/01 EpoxyLining System Ertech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Indmon Protecto 401 ASTM B -I 17 Ductile Iron Pie Duly 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, $IHB, 51, 02 Acid Resistance Test Sower Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31.70 Air Release Valve A.M. USA, Inc. D025LTP02(Com Bite Body) Sewer - Pipes/Concrete El -04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 EI-04 Cone. Pipe, Reinforced Hydra Conduit Corporation Class Ill T&G, SPL Item #77 ASTM C 76 EI-04 Conc. Pipe, Reinforced Hanson Concrete Products CPL lInes IFS IlIanholo, 555 Pipe ASTM C 76 EI-04 Conc. Pipe. Reinforced Concrete Pipe & Produas 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 Prrviouuly McConnell Syntemo McLat Construction Polyethylene Houston, Texas Approved Proviously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Proviouoly Sewer - Pipe/Fiberglass Reinforced/ 33-31-13(1/8/13) 7/21/97 33 31 13 Cent. Cast Fiber lass (FRP) Hobas Pipe USA, Inc. Hoban Pipe (Non -Pressure) ASTM D3262/D3754 03/22/10 33 31 13 Fiber lass Pipe (FRP) Arneran Bondstrand RPMP Pipe ASTM D3262/D3754 04/09/21 33 31 13 Glass -Fiber Reinforced Polymer Pie (FRP) Thompson Pipe Group Thom son Pie (Flowtite) ASTM D3262/D3754 03/07/23 353113 Fiberglass Pipe (FRP) Future Pipe Industries Fibersteong FRP ASTM D3262, ASTM O3681, ASTM O4161, AWWA M45 09/03/24 33 31 13 Fiberglass Pipe (FRP) Suporlit Born Sanayi A.S. Superlit FRP ASTM O3262, ASTM D3517, ASTM 3754, AWWA C950. " From Original Standard Products List FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer - Pipe/Polymer Pipe 4/14/05 Polymer Modified Concrete Pipe Amitech USA MeyerPol Crete Pipe ASTM C33, A276, F477 8" to 102", Class V 06/09/10 EI-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76. Sewer - Pipes/HDPE 33-31-23(1/8/13) High -density of eth lene pipe Phillips Deiseopipe, Inc. 0ptieore Ductile Polyethylene Pipe ASTM D 1248 8" High -density of eth lene pipe Plexco Inc. ASTM D 1248 8" High -density 1 eth lene pipe Pelly Pie, Inc. ASTM D 1248 8" High -density 1 eth lene pipe CSR Ho Conduit/Pipelineelissn Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-12 DR -14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thee 12" 10/22/14 33-11-12 DR -14 PVC Pressure Pipe Royal Budding Products Royal Seal PVC Pressure Pipe AWWA C900 4" then 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) 33-31-20 PVC Sewer Pipe J -M Manufacturing Co, Inc. (JM Ea le) SDR-26 (PSI15) ASTM D 3034 4" - 15" 12/23/97" 33-31-20 PVC Sewer Pipe Diamond Plastics Cenperasien SDR-26 (PS I15) ASTM D 3034 4" then 15" 33-31-20 PVC Sewer Pipe Lamson Vylon lon Pipe SDR-26 (PSI 15) ASTM D 3034 4" then 15" 12/05/23 33-31-20 PVC Sewer Pipe Vin (tech PVC Pipe SDR-26 (PSI 15) ASTM O3034 4" thee 15" 12/05/23 33-31-20 PVC Sewer Pipe Vin ltech PVC Pipe Gravity Sewer PS 115 ASTM F 679 18" 33-31-20 PVC Sewer Pipe J -M Manufacturing Co, Inc. (JM Ea le) 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" 5o48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 (PS 115) Gasket Fittings ASTM D -3034,.D-1784, etc 4" - 15" 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake) Gasketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 31 20 PVC Sewer Pipe Pi life Jet Stream SDR 26 (PS 115) ASTM F679 18"- 24" 3/19/2018 3331 20 PVC Sewer Pipe Pi life Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM O3034 4"- I S" 10/21/2020 33 31 20 PVC Sewer Pie NAPCO(Westlake) SDR 26 ASTM D3034 4"- 15" 10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 10/21/2020 333120 PVC Sewer Pi NAPCO(Westlake) SDR26 PS115 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 (07/01/13) 09/03/24 33-12-10 Double Strap Saddle Ford Meter Box Co., Inc. 202B 1"-2" SVC, op to 16" Pipe 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strop DI Saddle AWWA 0800 1 "-2" SVC, ap to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Incl. Corp. Stop, Db1 Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Slept -Ball Meter Valves McDonald 6100M,6100MT & 6IOMT 3/4" and I" 10/27/87 Cub Stops -Boll Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6I01M 1Y" and 2" 5/25/2018 33-12-10 Curb Slops -Ball Meter Valves. Ford Meter Box Co., Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA 0800 2" 5/25/2018 33-12-10 Curb Slept -Ball Meter Valves Ford Meter Box Co., Inc. FB600-6-NL, FBI600-6-NL, FV23-666-W- NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12-10 Curb Slaps -Ball Meter Valves Ford Meter Be. Co., Inc. FB600-4-NL, FBI600-0-NL, BI 1-444-WR- NL, B22444-WR-NL, L28-44NL AWWA C800 I" 5/25/2018 33-12-10 Curb Slops -Bell Meter Valves Mueller Co., Ltd. B -25000N, B -24277N-3, B -20200N-3, H- 15000N, , H -1552N, H142276N AWWA C800, ANSF 61, ANSI/NSF 372 2" 5/25/2018 33-12-10 Curb Slops -Ball Meter Valves Mueller Co., Ltd. B -25000N, B -20205N-3, B -24277N -3,H- 15000N, H -14276N, H -15525N AWWA C800, ANSF 61, ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B -25000N, B -20200N -3,H -15005N, 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''appiag Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up 10 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipo Only 05/10/11 "upping Sleeve (Stainless Steep Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve Coated Steel) Romac FTS 420 AWWA C-223 Up to42" a/24" Dot 02/29/12 33-12-25 Tapping''appiag Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up 10 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve Stainless Steel Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Re air Clamp Powerseal 3232 Bell Joint Repair Clam. 41030" Plastic Meter Box er/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/Catepotite Lid DFW Plastics Inc. 17FW65C-14-IEPAF FTW Class"A" Concrete Meter Box Bass & Hayx CMB37-B12 1110 LID -9 Concrete Meter Bex Bass & Harp CMB-18-Dual 1416 LID -9 Concrete Meter Box Bass & Flays CMB65-B65 1527 LID -9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) None Water - Combination Air Release 33-31-70 (01/08/13) ° El -I1 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" El -I1 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2" I" & 2" El -1 l Combination Air Release Valve Valve and Primer Carp. APCO #143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14) 10/01/87 E -I-12 DryBarrol FireHdrant American-Darlin Valve Drawin Nos. 90-18608,94-18560 AWWA C-502 03/31/88 E-1-12 fey Barrel Fire Hydrant American Darling Valve OhoDrawing No.94-18791 AWWA C-502 09/30/87 E -I-12 Dry Barrel FireHdrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E -I -I2 Dry Barrel FireHdrant Clow Corporation Drawings D20435, 020436, B20506 AWWA C-502 E-1-12 fey Barrel Fire Hydrant ITT Kroaody Valve Shop Drawing 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 Cam an Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 El -12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing FH-12 A-423 Super Centuion 200 AWWA C-502 10/09/87 E-1-12 fey Barrel FireHdrant U.S. Pie & Fanndry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 fey Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer \t/B67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant ES (East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 5101-S Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hoesoy 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. National Spec Size Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 12/05/23 33-11-12. PVC Pressure Pipe Vin ltech PVC Pipe DR14 AWWA C900. AWWA C605, ASTM D1784 4"-16" 12/05/23 33-11-12 PVC Pressure Pie Vin tech PVC Pipe DR18 AWWA C900, AWWA C605, ASTMD1784 16-18" 09/03/24 33-11-12 PVC Pressure Pipe Northern Pipe Products DR14 AWWA C900, AWWA C605, ASTM D1784 4"-16" 09/03/24 33-11-12 PVC Pressure Pipe Northern Pipe Products DRI8 AWWA C900, AWWA 0605, ASTM D1784 16-18" 3/19/2018 33 1112 PVC Pressure Pie Pi life Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 1 t 12 PVC Pressure Pipe Pipelife Jet Stream DRI8 AWWA C900 16-24" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 1 1 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16-24" 12/6/2018 33 1 1 t2 PVC Pressure Pipe J -M Manufacturing Co, Inc d/b/a JM Eagle DR 14 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 4"-28" 12/6/2018 33 11 12 PVC Pressure Pipe J -M Manufacturing Co., Inc d/b/a JM Eagle DR 18 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 16-24" 9/6/2019 33 1112 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 3311.12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16" -24" 9/6/2019 33 1112 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"- 12" 9/6/2019 33 1112 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 E1-07 Ductile loom Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 4/Cl 10 EI-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 EI-07 Ductile Iron Fittings McWuue/T ler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 11I 08/11/98 E1-07 Ductile Ieee 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 4"-12" 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flan a Uni-Flangooeries 1400 AWWA ClI I/C153 4" to36" 05/14/99 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flan a Uni-Flange Series 1500 Circle -Lock AWWA CII I/CI53 4" 10 24" 11/09/04 E1-07 Ductilelron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA CII I/C116/C153 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C II I/C 1 I6/C153 41042" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA Cl I t/C116/C153 41024" 08/05/04 El -07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLCIO AWWA CII I/CI53 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One -Lob SLCS4 - SLCS12 AWWA Cl I l/C153 4" to 12" 08/05/04 EI-07 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLCE AWWA Cl I I/CI53 12" 10 24" 08/10/98 EI-07 M1 Fittin sDIP Sigma, Co. Sigma Our -Lob SLOE AWWAC153 4"- 24" 10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System (Diamond Lok 21 & JM ASTM F-1624 4" to 12" /4i117 69 Interior Restrained Joinl System Huller i4ydrngeip-R ASTM D395, D412, 0471, D573. D883, D1149,01229, D 1229, D1349, D1414, D1415, 01566, F913 4'-12" 08/16/06 EI-07 Mechanical Joint Fittings SIP Industries Seram or Mechanical Joint Fittings AWWA CI 53 41024" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, lore PVC Stargrip Series 4000 ASTM A536 AWWA CII I 11/07/16 33-1 t-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AWWA CI1 I 03/19/18 33-11-1 t Mechanical Joint Retainer Glands SIP Industries(Seram ore) EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA CIII I 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AWWA Cl 1 I 4"-12" 03/19/! R 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DRI8 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 - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing #04-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 ASS/WA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524(SD 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" 10/24/00 E1-26 Resilient Wedge Gate Valve American. Flow Control Series 2500 (Ductile Iron) AWWA 0515 410 l2" 08/05/04 Resilient Wedgo Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Sanded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gale Valve American AVK Company 20" and smaller El -26 Resilient Seated Gate Valve Kennedy 4" - 12" El -26 Resilient Seated Gate Valve M&H 4" - 12" El -26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/00/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18-24" (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 ASS/WA C515 42" and 48" 01/28/88 E1-26 Resilient Wedge Gale 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 (SD D-21652) AWWA C515 24" and smaSor 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 Au/WA 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 El -26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 -stem, 4" - 12" El -26 Resilient Seated Gate Valve U.S. Pipe and Faun Co. Metroseal 251. raqniaot000S SPL #74 3" to. 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) FJ FlowMasrer Gate Valve & Boxes 08/24/18 Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" Water - PipesNalves & Fittings/Rubber Seated Butterfl-' Valve 33-12-21 (07/10/14) E1-30 Rubber Seated Butterfly Valve HenryPratt Co. AWWA C-504 24" E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 El -30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger 06/12/03 El -30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 El -30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AS/WA C-504 241049" 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30-54" 09/03/24 33 12 21 Rubber Seated Butterfly Valve American AVK Company AS/WA C504 Butterfly Valve Class 250B AWWA C-504 24" - 48" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/12/05 El -13 Polyethylene Encasment Flessol Paaknging Fulton Enterprises AS/WA C105 8 mil LLD 05/12/05 El -13 Polyethylene Encasmem Mountain States Plastics (MOP) and AEP Ind. Standard Hardware AWWA 0105 8 mil LLD 05/12/05 El -13 Polyethylene Encasment AEP Industries Baltst000g by Cowlown Bolt & Gasket AWWA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD Water - Sampling Station 03/07/23 33 1298 Water Susnpliug Station Ku ferle F000Company Eclipse. Number 88 , 12 -inch Drptls of Bur As shown in spec. 33 12 50 09/02)24 30-02-50 Water 5oanp1ia4 Etotiae MuoSor Water Peoduatu, !Be. Model- This product removed Water - Automatic Flusher 10/21/20 Automated Flashing System MuctlerH dro ward HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN-2-PVC-518-LPLG(Permanent) 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 of products which meet the Fort Worth WaterDepattmeat's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications aria on the Fort Worth Water Yellow Highlight indicates recent changes " From Original Standard Products List FORT WORTH® City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: William J. Schultz, Inc. dba Circle C Construction Company Subject of the Agreement: Water & Sanitary Sewer Replacement Contract 2021, WSM-E M&C Approved by the Council? * Yes 9 No ❑ If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No 8 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes 9 No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 8 If only specific information is Confidential, please list what information is Confidential and the page it is located. Pages 156 & 157 Effective Date: 6/9/26 If different from the approval date. Expiration Date: N/A If applicable. Is a 1295 Form required? * Yes 8 No ❑ *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 00969 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes 8 No O Contracts need to be routed for CSO processing in the following order: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.