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Contract 58659
FORTWORTH CrrySECRETMY -- 5 CONTRACT FOR THE CONSTRUCTION OF MARINE CREEK INTERCEPTOR M-279A & M-365 IMPROVEMENTS — PHASE II PART II City Project No. 100274-2 Mattie Parker David Cooke Mayor City Manager Chris Harder Director, Water Department Prepared for The City of Fort Worth Water Department 2022 ti„�,���ti1tt11111 0 F,TF�ljjrtrt 4000 Fossil Creek Boulevard Fort Worth, TX 76137 * TBPELS #312 r` LEAH�M..FiODGE r 103562 Q ;o; HALFF. ON I AL g� F R_C= S ZA Z�J FORTWORTH. City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page I of 8 SECTION 00 00 00 TABLE OF CONTENTS Division 00-General Conditions Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 00 11 13 Invitation to Bidders 07/19/2021 0021 13 Instructions to Bidders 11/02/2021 0035 13 Conflict of Interest Statement 02/24/2020 0041 00 Bid Form 09/30/2021 00 42 43 Proposal Form Unit Price 01/20/2012 0043 13 Bid Bond 09/11/2017 00 43 37 Vendor Compliance to State Law Nonresident Bidder 06/27/2011 0045 11 Bidders Pre qualifications 08/13/2021 0045 12 Pre qualification Statement 09/30/2021 0045 13 Pre qualification Application 08/13/2021 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 40 Business Equity Goal 10/27/2021 00 52 43 Agreement 11/23/2021 0061 13 Performance Bond 07/01/2011 0061 14 Payment Bond 07/01/2011 0061 19 Maintenance Bond 07/01/2011 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 08/23/2021 00 73 00 Supplementary Conditions 03/09/2020 Division 01 -General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 2500 Substitution Procedures 07/01/2011 01 31 19 Preconstruction Meeting 08/17/2012 01 31 20 Project Meetings 07/01/2011 01 32 16 Construction Schedule 08/13/2021 01 3233 Preconstruction Video 07/01/2011 01 3300 Submittals 12/20/2012 01 35 13 Special Project Procedures 03/11/2022 01 4523 Testing and Inspection Services 03/09/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Si na e 07/01/2011 01 6000 Product Requirements 03/09/2020 01 6600 Product Storage and Handling Requirements 07/01/2011 01 7000 Mobilization and Remobilization 11/22/2016 01 7123 Construction Staking and Survey 02/14/2018 01 7423 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 01 7823 Operation and Maintenance Data 12/20/2012 01 7839 Project Record Documents 07/01/2011 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised June 10,2022 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 31 -Earthwork TXDOT Interlocking Articulating Concrete Blocks Special Specification 4041 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.p_ov/Proi ectResources/ Division 02-Existing Conditions Last Revised 0241 13 Selective Site Demolition 03/11/2022 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03-Concrete 03 30 00 Cast-In-Place Concrete 03/11/2022 03 34 13 Controlled Low Strength Material CLSM) 12/20/2012 0334 16 Concrete Base Material for Trench Repair 12/20/2012 03 8000 Modifications to Existing Concrete Structures 12/20/2012 Division 31 -Earthwork 31 00 00 Site Clearing 03/22/2021 31 25 00 Erosion and Sediment Control 04/29/2021 Division 32-Exterior Improvements 3201 18 Temporary Asphalt Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 13 13 Concrete Paving 06/10/2022 32 1320 Concrete Sidewalks,Driveways and Barrier Free Rams 12/09/2021 32 13 73 Concrete Paving Joint Sealants 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 3291 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 3292 13 Sodding 05/13/2021 3292 14 Non-Native Seeding 05/13/2021 Division 33 -Utilities 33 0130 Sewer and Manhole Testing 9/07/2018 33 0131 Closed Circuit Television(CCTV)Inspection—Sanitary Sewer 03/11/2022 33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 0450 Cleaning of Pipes 03/11/2022 33 05 10 Utility Trench Excavation,Embedment, and Backfill 04/02/2021 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised June 10,2022 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 33 05 13 Frame, Cover and Grade Rings 12/09/2021 33 05 17 Concrete Collars 03/11/2022 33 0526 Utility Markers/Locators 12/20/2012 33 0530 Location of Existing Utilities 12/20/2012 33 11 10 Ductile Iron Pie 12/20/2012 33 11 11 Ductile Iron Fittings 09/20/2017 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 33 31 20 Polyvinyl Chloride PVC Gravity Sanitary Sewer Pie 06/19/2013 3339 10 Cast-in-Place Concrete Manholes 12/20/2012 33 3920 Precast Concrete Manholes 12/20/2012 33 39 60 Liners for Sanitary Sewer Structures 04/29/2021 Division 34-Transportation 3471 13 Traffic Control 03/22/2021 Appendix GC-4.02 Subsurface and Physical Conditions GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised June 10,2022 11/21/22, 1:38 PM M&C-Council Agenda City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, November 29, 2022 REFERENCE NO.: **M&C 22-0951 LOG NAME: 60MARINECREEK PHASE II PART II-MCKEE SUBJECT: (CD 2) Authorize Execution of a Contract with McKee Utility Contractors, Inc., in the Amount of $4,650,000.00 for Marine Creek Parallel Phase II Sanitary Sewer Improvement Project, Adopt Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt, and Adopt Appropriation Ordinance to Effect a Portion of Water's Contribution to the Fiscal Years 2023-2027 Capital Improvement Program RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a contract with McKee Utility Contractors, Inc., in the amount of $4,650,000.00 for Marine Creek Parallel Phase II project; 2. Adopt the attached resolution expressing official intent to reimburse expenditures with proceeds from future debt for the Marine Creek Parallel Phase I I (City Project No. 100274) project; and 3. Adopt the attached appropriation ordinance adjusting appropriations in the W&S Commercial Paper Fund by increasing appropriations in the Marine Creek Parallel Phase II project (City Project No. 100274) in the amount of $5,266,568.00 and decreasing appropriations in the W&S Commercial Paper project (City Project No. UCMLPR) by the same amount to effect a portion of Water's Contribution to the Fiscal Years 2023-2027 Capital Improvement Program. DISCUSSION: This Mayor and Council Communication (M&C) provides for the construction of a 42-inch, 30-inch and 16-inch sewer main, extending from Ten Mile Bridge Road and proceeding southwesterly and southerly 2,800 feet. The project will provide additional wastewater capacity to the Marine Creek drainage basin. The project was advertised for bid on September 15, 2022 and September 22, 2022 in the Fort Worth Star-Telegram. On October 13, 2022 the following bids were received: Amount Total A (Base *Total B (Base Contract Bidder Bid & Concrete Bid & Polymer Time Manhole) Manhole) Amount Amount McKee Utility 360 Contractors, Inc. $4,650,000.00 $4,950,000.00 Calendar Days S.J. Louis Construction of $5,081,159.40 $5,342,553.40 Texas, Ltd. William J Schultz, Inc. dba Circle C Construction $0.00 $5,880,040.00 Company Mountain Cascade �F$l1,267,317.00 $11,560,817.00� apps.cfwnet.org/ecouncil/printmc.asp?id=30503&print=true&DocType=Print 1/3 11/21/22, 1:38 PM M&C-Council Agenda 1of Texas, LLC IL I��I This project will have no impact on the Water Department's operating budget when complete. This project is part of the Water Department's Sanitary Sewer Overflow Initiative Program. In addition to the contract amount, $407,318.00 is required for project management, material testing and inspection and $209,250.00 is provided for project contingencies. It is the practice of the Water Department to appropriate its 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. The actions in the M&C will amend the City of Fort Worth's Fiscal Year 2023-2027 Capital Improvement Program as follows: 60MARINECREEK PHASE II PART II-MCKEE Capital Revised FY2023 CIP Budget Change Fund Project Name Appropriations Authority Increase/Decrease) FY2023 Name Budget 56021 - 100274 — W&S Marine Creek Commercial Parallel Phase $0.00 This M&C $5,266,568.00 $5,266,568.00 Paper II Funding for the Marine Creek Interceptor M-279A & M-365 Improvements Phase II project is depicted below: Fund xisting Appropriations Additional Appropriations Project Total* W&S Capital Projects — $754,873.00 $0.00 $754,873.00 Fund 56002 WS Capital j Proect Pro — $3,375,830.00 $0.00 $3,375,830.00 201 Fund 56016 W&S Commercial $0.00 $5,266,568.00 $5,266,568.00 Paper Fund 56021 Project $4,130,703.00 $5,266,568.00 $9,397,271.00 Tota I *Numbers rounded for presentation purposes. This project is anticipated to be included in a future revenue bond issue for the Water & Sewer Fund. Available cash within the Water and Sewer portfolio and the City's portfolio along with the appropriation authority authorized under the Callable Commercial Paper Program (CP) will be used to provide interim financing for this project until debt is issued. Once debt associated with this project is sold, bond proceeds will be used to reimburse the Water and Sewer portfolio and the City's portfolio in accordance with the attached reimbursement resolution. Under federal law, debt must be issued within approximately three years in order for these expenses to be reimbursable. Adoption of the attached resolution does not obligate the City to sell bonds, but preserves the ability of the City to reimburse itself from tax-exempt bond proceeds. apps.cfwnet.org/ecounciI/printmc.asp?id=30503&print=true&DocType=Print 2/3 11/21/22, 1:38 PM M&C-Council Agenda Business Equity - McKee Utility Contractors, Inc. is in compliance with City's Business Equity Ordinance by committing to 22 percent Business Equity participation on this project. The City's Business Equity goal on this project is 21 percent. The project is located in COUNCIL DISTRICT 2. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are currently available in the W&S Commercial Paper project within the W&S Commercial Paper Fund and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the W&S Commercial Paper Fund for the Marine Creek Parallel Phase II project to support the above recommendation and 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 Fund Department ccount Project Program ctivity Budget Reference # mount ID ID Year (Chartfield 2) FROM Fund Department ccount Project Program ctivity Budget Reference # mount ID ID Year Chartfield 2) CERTIFICATIONS: Submitted for City Manager's Office by_ Dana Burghdoff (8018) Originating Department Head: Chris Harder (5020) Additional Information Contact: Walter Norwood (5026) ATTACHMENTS 1. 60MARINE CREEK PHASE 11 PART 11 MCKEE.docx (CFW Internal) 2. 60MARINECREEK PHASE II PART II - 1295.pdf (CFW Internal) 3. 60MARINECREEK PHASE II PART II - Compliance Memo.pdf (CFW Internal) 4. 60MARINECREEK PHASE II PART II - SAM.pdf (CFW Internal) 5. 60MARINECREEK PHASE II PART II -MAP.pdf (Public) 6. 60MARINECREEK PHASE 11 PART 11-MCKEE FID TABLE (WCF 11.02.22).xlsx (CFW Internal) 7. ORD.APP60MARINECREEK PHASE II PART II-MCKEE 56021 A023(r3)rev.docx (Public) 8. PBS CPN 100274.pdf (CFW Internal) 9. Res.60MARINECREEK PHASE II PART 11-MCKEE.docx (Public) apps.cfwnet.org/ecouncil/printmc.asp?id=30503&print=true&DocType=Print 3/3 c O u O ?' UCL 3 v o •v c o a U nn u N c C c m W i i+ d O W 7 O O L� u u O a m O fo fo O O •0 O O • Ln V7 d d H IN N V O O O O O O O O O O O O O O O O g ri l�0i LD O l0 O N O O O LO l�D t�D L00 0 00 li tomT O O M 00 N N N i/} to 411 t/� • • LL e � tLo 00 O Ol Ol Ol 01 01 Ol Ol N N Ol 01 m m Ol M Ol cc W 000 m Ow0 m m m m m Z d h h h h h h h h Q Z O O O O O O O O w O O O O O 0 0 0 O O O O O O O O O F ? O 0 0 0 0 O O o0 0 A w �r*W H 14 N O O O O O V O O Ln � OI M l0 H i 0 Ln Ln Ln Ln m Ln Ln N x �i Par m m m m m m m m m 0 0 0 0 0 0 0 o o ^ o 0 0 O o 0 QCLo 0 0 0 0 0 0 0 0 x w x z W 00 00 00000 Ln Ln m Ln 0 Ln Ln V) Ln0 zLL 66 66 66 0 66 06 I!M N N N N N N b 000510-1 MAYOR AND COUNCIL COMMUNICATION(M&C) Page 1 of 1 1 SECTION 00 05 10 2 MAYOR AND COUNCIL COMMUNICATION(M&C) 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 END OF SECTION CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE Il PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO. 1 To the Plans, Specifications & General Contract Documents MARINE CREEK INTERCEPTOR M-279A & M-365 IMPROVEMENTS—PHASE II —PART II City Project No. 100274-2 Addendum No. 1: Issued October 12, 2022 Bid Opening Date: October 13, 2022 This Addendum,forms part of the Plans, Specifications & Contract Documents 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 bid form (004100 BID FORM Page 3 of 3) 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 Marine Creek Interceptor M-279A & M-365 Improvements— Phase II— Part II are hereby revised by Addendum No. 1 as follows: 1. Existing flow data is available for mains M-279A, M-279B and M-365. The existing and future maximum wet weather flows as of December 2021 are shown on the attached exhibit. 2. The Plan Holder Registration Form and Plan Holders List can be downloaded from the following link: httas:Hdocs.b360.autodesk.com/shares/96b9fl7e-2a97-4fO2-8e2a- ed1c345b2b9b 3. Specifications Section 00 42 43— PROPOSAL FORM to be REPLACED in its entirety with the attached revised Bid Proposal. Changes to the original include: a. Addition of Item 36, Repair Epoxy Liner of Existing 6' Manhole to Base Bid. This item was added to the Base Bid instead of Alternate A since the repair will be necessary regardless of whether Alternate A (Standard Concrete) or Alternate B (Reinforced Polymer Concrete) manholes is selected. b. Renumbering of subsequent items All other provisions of the plans, specifications and contract documents for the project which are not expressly amended herein shall remain in full force and effect. A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. ADDENDUM NO. 1 Issued: October 12,2022 Pagel °,°°e+,o,3fCEIPT ACKNOWLEDGEMENT: °•GONTr-?,,, �„ Chris Harder, P.E. A�•°°Poi • c Water Department, Director u��� P.•`C 7 - n t J•'•.,OKLAN ��}�er McKe For By: Tony Sholola, P.E. Executive Vice President Water Department, Assistant Director Company.McKee Utility Contractors,Inc a P`E Address: 2319 W Main St. • •'� ' .''q�p Of ';*4/ City: Prague State: OK %••.•.YEAH M.HODGE•••• 'CENSF;�• i4'e� FsSloNA .....ENO TBPE11IF1 2 312 ADDENDUM NO. 1 Issued: October 12,2022 Page 2 L \\ 7 { ` 9=`O.,s09i& _ 'yam• yV �`�<!,- ` to` y ` ` L_G.L" - •{ .j'! c; I'�' •'' / ► i, I �' EDuc�TION - �;-'O�� � �_ III.. , -�Q ,. \• i� ff t � NORM`11FST�..�'_.:^,__�{ - `i . NDRTNWESTTCC J - Existing 14.8 MGD 1 Future 15.1 MGO Marine R. Creek Lake \ - T� < V S��•I� 1 - •yam n sEtals6 p30'M-x / ',�''.%/ � � � �/ ` �� , �EslsBri➢21'M•xnl �:•� ]EYnrrdhlay � \ �/� y / P�i < t TL � _ —_ u dn+m at Ma d davm,°e�m / ✓� / h --". Existing 17.MGOiN Existing 4.6 MGO �� Future 18.0 MGD ------ u O � W ESIDE < cGHOM ZI I x z IGBEND ftoCKO'"Tm N _ F_ r�s ADDENDUM NO 1 Issued:October 12,2022 EEL _—. a Pogo 3 00 42 43 BID PROPOSAL Page 1 of 3 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No, Measure Quantity Base Bid IA* 3331.4507 42"DIP with Protecto 401 Sewer,Select 33 11 10 LF 2,024 Backfill IB 3331.4507 42"PVC ASTM F679 Sewer,Select 33 31 20 LF 2,024 Backfill IC 3331.4510 42"Fiberglass Sevver Pipe,Select Backfill 3331 13 LF 2,024 2A* 3331.4407 30"DIP with Protecto 401 Sewer,Select 33 11 10 LF 365 Backfill 2B 3331.4413 30"PVC ASTM F679 Sewer,Select 33 31 20 LF 365 Backfill 2C 3331.4410 30"Fiberglass Sewer Pipe,Select Backfill 3331 13 LF 365 3A* 3331.4231 18"DIP with Protecto 401 Sewer,Select 33 11 10 LF 365 Backfill 3B 3331.4225 18"PVC ASTM F679 Sewer,Select 33 31 20 LF 365 Backfill 3C 3331,4234 18"Fiberglass Sewer Pie Select Backfill 3331 13 LF 365 4 0241.2001 Sanitary Sewer Line Grouting 0241 14 CY 32 5 0241.2113 30"Sewer Abandonment Plug 0241 14 EA 4 6 0241.2202 Remove 5'Sewer Manhole 0341 14 EA 3 7 0330.0001 Concrete Encase Sevver Pie 03 30 00 CY 508 8 3110.0102 6"-12"Tree Removal 28 1000 EA 39 9 3110.0103 12"-18"Tree Removal 29 1000 EA 8 10 3110.0104 18"-24" Tree Removal 30 1000 EA 3 11 3125.0101 SWPPP >1 acre 31 25 00 LS 1 12 3201.0202 Remove and Replace Asphalt Pvmt 3301 17 Sy 58 13 3211.0112 Remove and Replace 6"Flexible Base, 32 11 23 Sy 441 Type A GR-1 14 3213.0301 Remove and Replace 4"Conc Sidewalk 32 1320 SF 283 15 3213.0303 Remove and Replace 6"Conc Trail Per 32 13 20 SF 477 TRWD Specifications 16 3231.0211 Remove Barbed Wile Fence Metal Posts 32 31 26 LF 40 17 3231.0307 20'Gate,Steel 323126 EA 2 18 3291.0100 Topsoil 4" 3291 19 CY 3,3451 19 3292.0200 Seeding,Broadcast See plan sheet S 3292 14 Sy 30,1041 20 3301.0002 Post-CCTV Inspection 33 01 31 LF 2,754 21 3301.0101 Manhole and Vault Vacuum Testing 33 01 30 EA 15 22 3303.0001 Bypass Pumping(Design and Install 3303 10 LS 1 23 3305.0109 Trench Safe 3305 10 LF 2,754 24 3305.0110 Utility Markers Sewer 33 05 26 LS 1 25 3305.0112 Concrete Collar 3305 17 EA 15 26 3305.0113 Trench Water Stops 3305 15 EA 4 27 9999.0001 Lake De-watering Cofferdam LS 1 28 9999.0002 Construction Staking LS I 29 9999.0003 GPS As Built Red Line SurveyLS 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM NO.I Revised 9/30/2021 Bid Proposal Workbook-CPN 100274-2 00 42 43 BID PROPOSAL Page 2 or 3 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value 30 9999.0004 Temporary Asphalt Trail LF 375 31 9999.0005 Changeable Message Signs LS 1 32 9999.0006 Interlocking Articulating Concrete Blocks SF 2,318 IACB with Cables ' 33 9999.0007 Install Odor Control Valve(Wager 1850) EA 4 on Existing Vent 9999.0008 Prepare and Implement Aquatic Resource 34 LS 1 Relocation Plan(Plan must be approved by TPWD) 35 9999.0009 Water Quality Testing LS 1 36 9999.0023 Repair Epoxy Liner of Existing 6'Mardiole LS 1 37 9999.0010 Construction Allowance LS 1 $150 000.00 Base Bid Sub-Total Alternate A-4',5'&7'Manholes and Junction Structures-Standard Concrete 38 3339.1001 4'Manhole 3339 10, EA 2 33 39 20 39 3339.1003 4'Extra Depth Manhole 3439 10, VF 3 33 39 20 40 3339.1101 5'Manhole 3339 10 EA 2 41 3339.1103 5'Extra Depth Manhole 3439 10, VF 3 33 39 20 42 9999.0013 7'Manhole 3339 10, EA 8 33 39 20 43 9999.0016 7'Drop Manhole 3339 10, EA 1 33 39 20 44 9999.0019 7'Extra Depth Manhole 3439 10, VF 34 33 39 20 45 9999.0022 Sanitary Sewer Junction Structure(2 LS 1 Junction Boxes 46 3339.0001 Epoxy Manhole Liner for 4'&5'MHs 333960 VF 35 47 3339.0002 Epoxy Structure Liner(for T MHs and 9 60 SF 3,620 Junction Boxes Alternate A Sub-Total CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM NO.I Revised 9/30/2021 Bid Proposal Workbook-CPN 100274-2 0042 43 BIDPROPOSAL Page 3 of 3 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value Alternate B-4',5'&7'Manholes and Junction Structures-Reinforced Polymer Concrete 38 3339.1001 4'Manhole(Reinforced Polymer Concrete) 3339 10, EA 2 33 39 20 39 3339.1003 4'Exh•a Depth Manhole(Reinforced 3439 10, VF 3 Polymer Concrete) 33 39 20 40 3339.1101 5'Manhole(Reinforced Polymer Concrete) 3339 10 EA 2 41 3339.1103 5'Extra Depth Manhole(Reinforced 3439 10, VF 3 Polymer Concrete) 33 39 20 42 9999.0013 7'Manhole(Reinforced Polymer Concrete) 3339 10, EA 8 33 39 20 9999.0016 7'Drop Manhole(Reinforced Polymer 3339 10, 43 EA 1 Concrete) 33 3920 44 9999.0019 7'Extra Depth Manhole(Reinforced 3439 10, VF 34 Polymer Concrete) 33 39 20 45 9999.0022 Sanitary Sewer Junction Structure(2 LS 1 Junction Boxes)(Reinforced Polymer Concrete Alternate B Sub-Total SUDIMARY OF BIDS TOTAL A=BASE BID SUB-TOTAL+ALTERNATE A SUB-TOTAL TOTAL B=BASE BID SUB-TOTAL+ALTERNATE B SUB-TOTAL THE CITY RESERVES THE RIGHT TO AWARD THE CONTRACT TO THE LOWEST RESPONSIBLE BIDDER OF EITHER TOTAL A OR *Contractor shall select only one option,A,B,or C for each bid item END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM NO.1 Revised 9/3 012 02 1 Bid Proposal workbook-CPN 100274-2 �`SyF J• /���'1• �j�\' r �~I ♦ � %1••�/ns r,Y�_�1 �/��"•�-.�y♦ /�\ i ��'�I� ��11` r t, ` • .��1 i •• 1 •1 1 1 11 1 1 ,e .. 21 1 t �'♦ t ♦ 1 '. • ` Lq �. � :'�^T:"^,^- —_ :�`•` .! t L. 1. t. t. t' to t/.cv V .Y.S w tJ :�u' .J. - � OFFICE OF THE SECRETARY OF STATE r ; = CERTIFICATE OF INCORPORATION WHEREAS, the Certificate of Incorporation, executed and acknowledged by •• ; jE MCKEE UTILITY CONTRACTORS, INC. q 3, has been filed in the office of the Secretary of State as provided by the laws of the . State of Oklahoma. 3; NOW THEREFORE, I, the undersigned, Secretary of State of the State of R ; Oklahoma, by virtue of the powers vested in me by law, do hereby issue this �E certificate evidencing such filing. Y .. ,• f `IN TESTIMONY WHEREOF, I hereunto set my hand and cause to be mixed the �E Great Seal of the State of Oklahoma. 1 Filed in the City of Oklahoma City this 17TH day of FEBRUARY , 19-94 :•� Secret, of a �; s.' •h9Q7 1 By.— : f 1 , 1 , , . • • . • , Corporations Section F OF Carlos Cascos P.O.Box 13697 �, Secretary of State Austin,Texas 78711-3697 Office of the Secretary of State CERTIFICATE OF FILING OF MCKEE UTILITY CONTRACTORS, INC. File Number: 802179414 The undersigned, as Secretary of State of Texas, hereby certifies that an Application for Registration for the above named Foreign For-Profit Corporation to transact business in this State has been received in this office and has been found to conform to the applicable provisions of law. ACCORDINGLY, the undersigned, as Secretary of State, and by virtue of the authority vested in the secretary by law, hereby issues this certificate evidencing the authority of the entity to transact business in this State from and after the effective date shown below for the purpose or purposes set forth in the application under the name of MCKEE UTILITY CONTRACTORS, INC. The issuance of this certificate does not authorize the use of a name in this state in violation of the rights of another under the federal Trademark Act of 1946,the Texas trademark law, the Assumed Business or Professional Name Act, or the common law. Dated: 03/16/2015 Effective: 03/16/2015 C!:) f � Carlos Cascos Secretary of State Come visit us on the internet at http:/hvww.sos.state.tx.usl Phone: (512)463-5555 Fax: (512)463-5709 Dial: 7-1-1 for Relay Services Prepared by: Lynda Boots TID: 10308 Document: 596550790002 Department of the Treasury In reply refer to: 0441711262 Internal Revenue Service Apr 04, 2019 LTR 147C Ogden, UT 84201 73-1443777 MCKEE UTILITY CONTRACTORS INC 2319W MAIN ST PRAGUE OK 74864-9537 197 Taxpayer Identification Number: 73-1443777 Form(s): Dear Taxpayer: Thank you for your telephone inquiry of April 4th, 2019. Your Employer Identification Number (EIN)is 73-1443777. Please keep this letter in your permanent records. Enter your name and your EIN on all business federal tax forms and on related correspondence. If you have any questions regarding this letter, please call our Customer Service Department at 1-800-829-0115 between the hours of 7:00 AM and 7:00 PM. If you prefer, you may write to us at the address shown at the top of the first page of this letter. When you write, please include a telephone number where you may be reached and the best time to call. Sincerely, Mrs Evans 100368542 Customer Service Representative MINUTES OF SPECIAL MEETING OF DIRECTORS OF McKEE UTILITY CONTRACTORS, INC. ******************************************* The special meeting of the Board of Directors of McKee Utility Contractors, Inc., was held at 2319 W. Main Street, Prague, Oklahoma, on the 3rd day of August, 2020, at 3:00 o'clock PM. The following Directors were present: Shane McKee Tyler McKee being all of the Directors of the corporation. Shane McKee was chosen temporary chairman of the meeting, and Tyler McKee was chosen as temporary secretary of the meeting. The Chairman announced that a quorum of Directors was present and declared the meeting open for the transaction of business. The Chairman stated that the purpose of the meeting was to approve the appointment of the officers of the corporation. After discussion, the following resolution was introduced, seconded and unanimously adopted: RESOLVED,that the following are appointed as the officers of the corporation. Shane McKee President Tyler McKee Executive Vice President William Geiser Vice President of Project Estimating Brad Medlin Vice President of Project Management Paige Walker Chief Financial Officer Rainey Carter Secretary/Treasurer There being no further business to be transacted, the meeting, upon motion duly made, seconded and carried,was adjourned. PRESIDENT APPROVED: S CRETA 0005 15-1 ADDENDA Page 1 of 1 1 SECTION 00 05 15 2 ADDENDA 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 END OF SECTION CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 INVITATION TO BIDDERS RECEIPT OF BIDS Sealed bids for the construction of MARINE CREEK INTERCEPTOR M-279A& M-365 IMPROVEMENTS—PHASE II PART II, City Project No. 100274-2 ("Project") will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST,Thursday, October 13,2022 as further described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76102 Bids will be accepted by: US Mail, Courier, FedEx or hand delivery at the address above; Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers. In lieu of delivering completed Business Equity (M/WBE) forms for the project to the Purchasing Office, bidders shall e-mail the completed Business Equity forms to the City Project Manager no later than 2:00 PM on the third City Business day after the bid opening date, exclusive of the bid opening date. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: • 370 LF 18-INCH SEWER PIPE BY OPEN CUT • 370 LF 30-INCH SEWER PIPE BY OPEN CUT • 2,030 LF 42-INCH SEWER PIPE BY OPEN CUT • 2 - 4-FOOT DIAMETER SANITARY SEWER MANHOLES • 2—5-FOOT DIAMETER SANITARY SEWER MANHOLES • 9—7-FOOT DIAMETER SANITARY SEWER MANHOLES • 2—SANITARY SEWER JUNCTION BOXES 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 on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.fortworthtexas.gov/purchasing//and clicking on the link to the advertised project folders on the City's electronic document management and collaboration system site. The Contract Documents may be downloaded, viewed,and printed by interested contractors and/or suppliers. Bid Document Package https://docs.b360.autodesk.com/shares/628548a4-f9c5-497c-833f-c968b689129d Addenda https://docs.b360.autodesk.com/shares/6f97101 d-2367-4515-9577-1 aa8961 c5e43 Plan Holders Registration Form and plan Holders List https://docs.b360.autodesk.com/shares/02a63415-a128-4da5-b39a-8cf4ddacl 36c Copies of the Bidding and Contract Documents may be purchased from Halff Associates,Inc. which is as follows: 4000 Fossil Creek Boulevard, Fort Worth,TX 76137 The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $100 Set of Bidding and Contract Documents with half size (if available) drawings: $80 EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties are requested to email Expressions of Interest in this procurement to the City Project Manager and the Design Engineer. The email should include the company's name, contact person and that individual's email address and phone number. All Addenda will be distributed directly to those who have expressed an interest in the procurement and will also be posted in the City of Fort Worth's purchasing website at http://fortworthtexas.gov/purchasing/ PREBID CONFERENCE —In person A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time: DATE: October 4, 2022 TIME: 9:00a.m. (CST) PLACE: 311 W. 10'fi Street Fort Worth, Texas 76102 LOCATION: City of Fort Worth Water Department Any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. Prospective bidders can e-mail questions or comments in accordance with Section 6 of the Instructions to Bidders referenced above to the project manager(s)at the e-mail addresses listed below. Emailed questions will suffice as "questions in writing." 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. OPCC The Engineers Opinion of Probable Construction Cost for this project is $3.7M. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: Walter Norwood, P._F,., City of Fort Worth Email: waiter.norwoodgfortworthtexas.gov Phone: 817-392-5026 AND/OR Attn: Leah Hodge, P.E., Halff Associates, Inc. Email: lhodgeghalff.com Phone: 817-764-7459 ADVERTISEMENT DATES Sept. 15, 2022 Sept. 22, 2022 0021 13 INSTRUCTIONS TO BIDDERS Page 1 of 10 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 copies of 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. Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: https://apps.fortworthtexas. og v/ProiectResources/ 3.1.1. Paving—Requirements document located at: CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11-PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No, 100274-2 Revised/Updated November 2,2021 0021 13 INSTRUCTIONS TO BIDDERS Page 2 of 10 httpss:H4pps.fortworthtexas. og v/ProjectResources/ResourcesP/02%20- %20Construction%2ODocuments/Contractor%2OPrequalification/TP W%2OPaviniz %20Contractor%2OPrequalification%2OProgram/PREOUALIFICATION%20REQ UIREMENTS%20FOR%20PAV ING%2000NTRACTORS.pdf 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at: https://apps.fortworthtexas. og v/ProjectResources/ResourcesP/02%20- %20Construction%2ODocuments/Contractor%2OPrequal ification/TP W%2ORoadwa y%20and%2OPedestrian%2OLighting%2OPrequalification%20Program/STREET% 20LIGHT%20PREQUAL%20REQMNTS.pdf 3.1.3. Water and Sanitary Sewer—Requirements document located at: https://apps.fortworthtexas. og v/ProjectResources/ResourcesP/02%20- %20Construction%2ODocuments/Contractor%o2OPrequalification/Water%2Oand%2 OSani!M%2OSewer%2OContractor%20Prequalification%2OProgrram/WSS%20pre qual%20requirements.pdf 3.2.Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening,the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1.Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low bidder for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule to assist the City in evaluating and assessing the ability of the apparent low bidder to deliver a quality product and successfully complete projects for the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4.In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents,Other Related Data,and Site 4.1.Before submitting a Bid, each Bidder: CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 100274-2 Revised/Updated November 2,2021 0021 13 INSTRUCTIONS TO BIDDERS Page 3of10 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. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site(except Underground Facilities)that have been identified in the Contract Documents as containing reliable "technical data" and(ii)reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.5. Is advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents.No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.6. Should perform independent research, investigations,tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.7. Shall determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work,time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal or bid is prima-facie evidence that the Bidder has made the investigations, examinations and tests herein required. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE II-PART Il STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. I00274-2 Revised/Updated November 2,2021 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 10 4.1.8. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00 —Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities)which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.2.4.Standard insurance requirements, coverages and limits. 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii)that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods,techniques, sequences or procedures of construction (if any)that may be shown or indicated or expressly required by the Contract Documents, (iii)that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc.,have not been resolved through the interpretations by City as described in Paragraph 6., and (iv)that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4.The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls(PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 100274-2 Revised/Updated November 2,2021 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 10 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 in writing on or before 2 p.m., the Monday 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 delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Address questions to: City of Fort Worth 200 Texas Street Fort Worth, TX 76102 Attn: Walter Norwood, P.E., Water Department Email: walter.norwood@fortworthtexas.gov Phone: 817-392-5026 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3.Addenda or clarif cations may be posted via the City's electronic document management and collaboration system at https://docs.b360.autodesk.com/shares/6f9710ld-2367- 4515-9577-1aa8961c5e43 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11-PART❑ STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 100274-2 Revised/Updated November 2,2021 0021 13 INSTRUCTIONS TO BIDDERS Page 6 of 10 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 Business Equity Ordinance No.25165-10-2021 the City has goals for the participation of minority business and/or women business enterprises in City contracts $100,000 or greater. See Section 00 45 40 for the M/WBE Project Goals and additional requirements. Failure to comply shall render the Bidder as non-responsive. Business Equity Ordinance No.25165-10-2021, as amended(replacing Ordinance No. 24534-1 1-2020), codified at: https://codelibra!y.amlegal.com/codes/ftworth/latest/ftworth tx/0-0-0-22593 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE 11-PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No, 100274-2 Revised/Updated November 2,2021 0021 13 INSTRUCTIONS TO BIDDERS Page 7 of 10 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. 12.2. All blanks on the Bid Form must be completed and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. 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. All entries shall be legible. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 —Vendor Compliance to State Law Non Resident Bidder. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE II-PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 100274-2 Revised/Updated November 2,2021 0021 13 INSTRUCTIONS TO BIDDERS Page 8 of 10 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title,the name and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system,the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 14. Withdrawal of Bids 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office may be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing and delivered to the Purchasing Office to receive a time stamp prior to the opening of Bids. A timely withdrawn bid will be returned to the Bidder or, if the request is within one hour of bid opening, will not be read aloud and will thereafter be returned unopened. 14.2. In the event any Bid for which a withdrawal request has been timely filed has been inadvertently opened, said Bid and any record thereof will subsequently be marked "Withdrawn"and will be given no further consideration for the award of contract. 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. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 100274-2 Revised/Updated November 2,2021 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 10 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner,or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. In addition to Bidder's relevant prequalification requirements, City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 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 httgs://www.ethics.state.tx.us/data/forms/1295/1295.t)df 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE 11 -PART❑ STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 100274-2 Revised/Updated November 2,2021 0021 13 INSTRUCTIONS TO BIDDERS Page 10 of 10 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 100274-2 Revised/Updated November 2,2021 0035 13 CONFLICT OF INTEREST AFFIDAVIT Page I of I 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 exercises discretion in the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statement(CIS) may be required. You are urged to consult with counsel regarding the applicability of these forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded from the links provided below. hqps://www.ethics.state.tx.us/data/forms/conflict/ClO.12d https://www.ethics.state.tx.us/data/forms/conflict/CIS.pdf X7 CIQ Form is on file with City Secretary 0 CIQ Form is being provided to the City Secretary 0 CIS Form does not apply 0 CIS Form is on File with City Secretary 0 CIS Form is being provided to the City Secretary BIDDER: McKee Utility Contractors, INC By: Tyler McKee Company (Pleas Pri 2319 W Main St. Signature. \ ,a.�a,eoe�,R Address o�y ^.,,,� Prague, OK 74864 Title: Executive Vice Presi�gnt` _ City/State/Zip (Please Print) . or END OF SECTION CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASE II - PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised February 24,2020 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: Marine Creek Interceptior M-279A& M-365 Improvements- Phase II - Part II City Project No.: 100274-2 Units/Sections: 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a)to influence the bidding process to the detriment of City(b) to establish Bid prices at artificial non-competitive levels, or(c)to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE II PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274-2 Revised 9/30/2021 00 41 00 Bid Proposal Workbook—Rev 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. Sewer Interceptors, Urban/Renewal, 42-inches and smaller b. Sewer Bypass Pumping, 18-inches-36-inches c. CCTV, 42-inches and smaller d. Sewer Cleaning, 42-inches and smaller e. Epoxy Coating f. - g. - h. - 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 360 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. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 `If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE II PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274-2 Revised 9/30/2021 00 41 00 Bid Proposal Workbook—Rev 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. e5oxsr—f3,d 4-A I+:'*A 4J 6 SD,000 3&w- 944441+ f3- 41-150,00a-al Total Bid 6 7. Bid Submittal This Bid is submitted on 10/13/2022 by the entity named below. Respectfully submitted Receipt is acknowledged of the Initial following Addenda: By: Addendum No. 1: /o rz (Si a e) Addendum No. 2: Addendum No. 3: Tyler McKee Addendum No.4: (Printed Name) Title: Executive Vice President Company: McKee Utility Contractors, INC Corporate Seal: Address: 2319 W Main St, Prague, OK 74864 de GOr�f,�, oP ago�\ •" .?i7(>>''°.9C� rs O uJ : �U State of Incorporation: Oklahoma F A T c NJ Email: Tyler@mckeeutiIity.com Er,'.o �n,P.• .�7 A HO 0 Phone: 405-567-3666 END OF SECTION CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE II PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274-2 Revised 9/30/2021 00 41 00 Bid Proposal Workbock_Rev 00 42 43 BID PROPOSAL Page 1 of 4 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No Description Section No. Measure Quantity Unit Price Bid Value Base Bid lA* 3331.4507 42"DIP with Protecto 401 Sewer,Select 33 1110 LF 2,024 Backfill NO BID NO BID 113 3331.4507 42"PVC ASTM F679 Sewer,Select 33 31 20 LF 2,024 Backfill NO BID NO BID 1C 3331.4510 42"Fiberglass Sewer Pipe,Select Backfill 33 31 13 LF 2,024 $ 740.001 $1,497,760.00 2A* 3331.4407 30"DIP with Protecto 401 Sewer,Select 33 1110 LF 365 Backfill NO BID NO BID 2B 3331.4413 30"PVC ASTM F679 Sewer,Select 33 31 20 LF 365 Backfill NO BID NO BID 2C 3331.4410 30"Fiberglass Sewer Pipe,Select Backfill 33 31 13 LF 365 $ 1,800.00 $ 657,000.00 3A* 3331.4231 18"DIP with Protecto 401 Sewer,Select 33 11 10 LF 365 Backfill NO BID NO BID 3B 3331.4225 18"PVC ASTM F679 Sewer,Select 33 3120 LF 365 Backfill NO BIDI NO BID 3C 3331.4234 18"Fiberglass Sewer Pipe,Select Backfill 3331 13 LF 365 $ 1,500.00 $ 547,500.00 4 0241.2001 Sanitary Sewer Line Grouting 0241 14 CY 32 $ 250.00 $ 8,000.00 5 0241.2113 30"Sewer Abandonment Plug 0241 14 EA 4 $ 1,500.00 $ 6,000.00 6 0241.2202 Remove 5'Sewer Manhole 0341 14 EA 3 $ 500.00 $ 1,500.00 7 0330.0001 Concrete Encase Sewer Pie 03 30 00 CY 508 $ 400.00 $ 203,200.00 8 3110.0102 6%12"Tree Removal 28 1000 EA 39 $ 200.001 $ 7,800.00 9 3110.0103 12%18"Tree Removal 29 10 00 EA 8 $ 500.00 $ 4,000.00 10 3110.0104 18"-24" Tree Removal 30 10 00 EA 3 $ 1,000.00 $ 3,000.00 11 3125.0101 SWPPP >1 acre 31 25 00 LS 1 $ 12,000.00 $ 12,000.00 12 3201.01202 Remove and Replace Asphalt Pvmt 3301 17 Sy 58 $ 100.00 $ 5,800.00 13 3211.0112 Remove and Replace 6"Flexible Base, 32 1123 Sy 441 Type A,GR-1 $ 10.00 $ 4,410.00 14 3213.0301 Remove and Replace 4"Conc Sidewalk 32 13 20 SF 283 $ 10.00 $ 2,830.00 15 3213.0303 Remove and Replace 6"Conc Trail Per 32 1320 SF 477 TRWD Specifications $ 15.00 $ 7,155.00 16 3231.0211 Remove Barbed Wire Fence Metal Posts 32 31 26 LF 40 $ 30.00 $ 1,200.00 17 3231.0307 20'Gate,Steel 323126 EA 2 $ 3,500.00 $ 7,000.00 18 3291.0100 Topsoil 4" 3291 19 CY 3,345 $ 50.00 $ 167,250.00 19 3292.0200 Seeding,Broadcast See plan sheet 8 32 92 14 Sy 30,104 $ 1.00 $ 30,104.00 20 3301.0002 Post-CCTV Inspection 33 0131 LF 2,754 $ 1.00 $ 2,754.00 21 3301.0101 Manhole and Vault Vacuum Testing 33 01 30 EA 15 $ 500.00 $ 7,500.00 22 3303.0001 Bypass Pumping(Design and Install 33 03 10 LS 1 $500,000.00 $ 500,000.00 23 3305.0109 Trench Sgety 33 05 10 LF 2,754 $ 1.00 $ 2,754.00 24 3305.0110 Utility Markers Sewer 33 05 26 LS 1 $ 1,500.00 $ 1,500.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM NO.1 Revised 9/30/2021 Bid Proposal Workbook-CPN 100274-2.xlsx 00 42 43 BID PROPOSAL Page 2 of 4 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Description Unit Price Bid Value No. Section No. Measure Quantity 25 3305.0112 Concrete Collar 3305 17 EA 15 $ 3,500.00 $ 52,500.00 26 3305.0113 Trench Water Stops 33 05 15 EA 4 $ 4,000.00 $ 16,000.00 27 9999.0001 Lake Dewaterin Cofferdam LS 1 $ 25,000.00 $ 25,000.00 28 9999.0002 Construction Staking LS 1 $ 12,000.00 $ 12,000.00 29 9999.0003 GPS As Built Red Line Survey LS 1 $ 8,000.00 $ 8,000.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM NO.1 Revised 9/30/2021 Bid Proposal Workbook-CPN 100274-2.xlsx 00 42 43 BID PROPOSAL Page 3 of 4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value 30 9999.0004 Temporary Asphalt Trail LF 375 $ 35.00 $ 13,125.00 31 9999.0005 Changeable Message Signs LS 1 $ 15,000.00 $ 15,000.00 32 9999.0006 Interlocking Articulating Concrete Blocks SF 2,318 (IACB with Cables $ 30.00 $ 69,540.00 33 9999.0007 Install Odor Control Valve(Wager 1850) EA 4 on Existing Vent $ 7,500.00 $ 30,000.00 9999.0008 Prepare and Implement Aquatic Resource 34 Relocation Plan(Plan must be approved by TPWD) LS 1 • $ 7,500.00 $ 7,500.00 35 9999.0009 Water Quality Testing LS 1 $ 5,000.00 $ 5,000.00 36 9999.0023 Repair Epoxy Liner of Existing 6'Manhole LS 1 $ 4,500.00 $ 4,500.00 37 9999.0010 Construction Allowance LS 1 $150,000.00 $ 150,000.00 Base Bid Sub-Totall $4,096,182.00 Alternate A-4',5'&7'Manholes and Junction Structures-Standard Concrete 38 3339.1001 4'Manhole 33 39 10, EA 2 33 39 20 $ 2,500.00 $ 5,000.00 39 3339.1003 4'Extra Depth Manhole 34 39 103 33 39 20 $ 500.00 $ 1,500.00 40 3339.1101 5'Manhole EA 2 $ 4,000.00 $ 8,000.00 41 3339.1103 5'Extra Depth Manhole 34 39 10, VF 3 33 39 20 $ 1,000.00 $ 3,000.00 42 9999.0013 T Manhole 33 39 10, EA 8 33 39 20 $ 5,000.00 $ 40,000.00 43 9999.0016 T Drop Manhole 33 39 10, EA 1 33 39 20 $ 7,500.00 $ 7,500.00 44 9999.0019 T Extra Depth Manhole 343910, VF 34 33 39 20 $ 2,200.00 $ 74,800.00 45 9999.0022 Sanitary Sewer Junction Structure(2 LS 1 Junction Boxes) $311,268.00 $ 311,268.00 46 3339.0001 Epoxy Manhole Liner for 4'&T MHs 33 39 60 VF 35 $ 350.00 $ 12,250.00 47 3339.0002 Epoxy Structure Liner(for T MHs and 33 39 60 SF 3,620 Junction Boxes) $ 25.00 $ 90,500.00 Alternate A Sub-Total $ 553,818.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM NO.I Revised 9/30/2021 Bid Proposal Workbook-CPN 100274-2.xlsx 00 42 43 BID PROPOSAL Page 4 of 4 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No, Description Section No. Measure Quantity Unit Price Bid Value Alternate B-41,5'&7'Manholes and Junction Structures-Reinforced Polymer Concrete 38 3339.1001 4'Manhole(Reinforced Polymer Concrete) 33 39 10, EA 2 33 39 20 $ 8,300.00 $ 16,600.00 39 3339.1003 4'Extra Depth Manhole(Reinforced 34 39 10, V, 3 Pol mer Concrete) 33 39 20 $ 1,500.00 $ 4,500.00 40 3339.1101 5'Manhole(Reinforced Polymer Concrete EA 2 $ 9,000.00 $ 18,000.00 41 3339.1103 5'Extra Depth Manhole(Reinforced 34 39 10, V, 3 Pol er Concrete) 33 39 20 $ 2,000.00 $ 6,000.00 42 9999.0013 T Manhole(Reinforced Polymer Concrete) 3339 10, EA 8 33 39 20 $ 10,000.00 $ 80,000.00 43 9999.0016 T Drop Manhole(Reinforced Polymer 3339 10, EA 1 Concrete) 33 39 20 $ 10,000.00 $ 10,000.00 44 9999.0019 T Extra Depth Manhole(Reinforced 34 39 10, VF 34 Polymer Concrete) 33 39 20 $ 8,400.00 $ 285,600.00 45 9999.0022 Sanitary Sewer Junction Structure(2 LS 1 Junction Boxes) Reinforced Polymer Concrete) $433,118.00 $ 433,118.00 Alternate B Sub-Total $ 863,818.00 SUMMARY OF BIDS TOTAL A=BASE BID SUB-TOTAL+ALTERNATE A SUB-TOTALI $4,650,000.00 TOTAL B=BASE BID SUB-TOTAL+ALTERNATE B SUB-TOTALI $4,950,000.00 THE CITY RESERVES THE RIGHT TO AWARD THE CONTRACT TO THE LOWEST RESPONSIBLE BIDDER OF ErIHER TOTAL A OR •Contractor shall select only one option,A,B,or C for each bid item END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ADDENDUM NO,1 Revised 9/30/2021 Bid Proposal Workbook-CPN 100274-2.xlsx 0043 13 BID BOND Page 1 of 2 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: That we, McKee Utility Contractors, Inc. known as "Bidder"herein and Swiss Re Corporate Solutions America Insurance Corporation a corporate surety duly authorized to do business in the State of Texas, known as"Surety"herein,are held and firmly bound unto the City f Fort Worth,a municipal corporation created pursuant to the laws of Texas, known as"City"herein, in the penal sum of five percent(5%)of Bidder's maximum bid price, in lawful money of the United States,to be paid in Fort Worth, Tarrant County,Texas for the payment of which sum well and truly to be made,we bind ourselves,our heirs, executors, administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as Marine Creek Interceptior M-279A&M-365 Improvements-Phase II-Part II NOW, THEREFORE, the condition of this obligation is such that if the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount. PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 13th day of October 2022. PRINCIPAL: McKee Utility Contractors, Inc. BY: Signa ATTES Lite, 0671 As Witness as to Pril cipal Name and Title ��96°""100,y,s R144I G�,^1 i t � > 7r ) 'u "o g C) OKL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 41 00 Bid Proposal Workbook_Rev 00 43 13 BID BOND Page 2 of 2 Address: 2319 West Main Street Prague, OK 74864 SURETY: Swiss Re Corporate Solutions Americ 1'C}a Corporation t b n at ure Jamie Burris,Attorney-in-Fact Name and Title Address: 1200 Main St. Suite 800 Kansas city MO 6410.5-2478 Witness as to Surety (Carla Kroutter) Telephone Number: 816-235-3700 Attach Power of Attorney(Surety)for Attorney-in-Fact *Note: If signed by an officer of the Surety Company,there must be on file a certified extract from the by laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided.The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 00 4100 Bid Proposal Workbook—Rev t SWISS RE CORPORATE SOLUTIONS SWISS RE CORPORATE SOLUTIONS AMERICA INSURANCE CORPORATION F/K/A NORTH AMERICAN SPECIALTY INSURANCE COMPANY("SRCSAIC") SWISS RE CORPORATE SOLUTIONS PREMIER INSURANCE CORPORATION F/K/A WASHINGTONINTERNATIONAL INSURANCE COMPANY("SRCSPIC") WESTPORT INSURANCE CORPORATION("WIC") GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT SRCSAIC,a corporation duly organized and existing under laws of the State of Missouri,and having its principal office in the City of Kansas City,Missouri,and SRCSPIC,a corporation organized and existing under the laws of the State of Missouri and having its principal office in the City of Kansas City,Missouri,and WIC,organized under the laws of the State of Missouri,and having its principal office in the City of Kansas City,Missouri,each does hereby make,constitute and appoint: JOHN K.DEER,VAUGHN P.GRAHAM,JR.,STEPHEN M.POLEMAN,TRAVIS E.BROWN,DEBORAH L.RAPER,JAMIE BURRIS,SHELLI R.SAMSEL,MARK D.NOWELL, VICKI WILSON,AUSTIN K.GREENHAW,CLAYTON HOWELL,CAREY L.KENNEMER,RANDY D.WEBB,AARON WOOLSEY,GARY LILES, THOMAS PERRAULT and KRISTIN LEWIS JOINTLY or SEVERALLY Its true and lawful Attomey(s)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: TWO HUNDRED MILLION($200,000,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both SRCSAIC and SRCSPIC at meetings duly called and held on the 18th of November 2021 and WIC by written consent of its Executive Committee dated July 18,2011. "RESOLVED,that any two of the President,any Managing Director,any Senior Vice President,any Vice President,the Secretary or any Assistant Secretary be,and each or any of them hereby is,authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Corporation bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Corporation; and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Corporation may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Corporation when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." `* ,,,rND lu(pbp ,,,4 �+Mw n '��OLUTIUTI""?S aTQ c� OR;Jti�`ty�Sitiol a': By &M Janssens,Senior Wa Prodded of SMATC h Sador Vke President of SRCSPIC It Sedrr VW Predlism at W!C 6 cpYs rj j«a3 _�: C�roi ccs d+•*•4ir �y4 By- Gerald a ♦��g ;�;•�,�.*` 4,� �SA.;h Jagrowdd,Vice President atSRCSAiC&Vice President ofSRCSP[C 4r4"HJnNNN +� �4uu.itiaNNr4�� Ac Vice President of WIC IN WITNESS WHEREOF,SRCSAIQ SRCSPIC,and WIC have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers this 29TH day of APRI .2022 Swiss Re Corporate Solutions America Insurance Corporation State of Illinois Swiss Re Corporate Solutions Premier Insurance Corporation County of Cook � Westport Insurance Corporation On this 29T 1 day of APRIL ,20 22,before me,a Notary Public personally appeared Erik Janssens,Senior Vice President of SRCSAIC and Senior Vice President of SRCSPIC and Senior Vice President of WIC and Gerald Jaerowski,Vice President of SRCSAIC and Vice President of SPCSPIC and Vice President of WIC,personally known to me,who being by me duly swam,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the vol Jn a,,,act and deers of theit respective companies. ywy�Jwarr<tcr �. '�piilt:lit.6tal M IV1 fMar1.f ., tee'Gaw+Mao+a.�.aera. Yasmin A.Patel,Notary I,Jeffrey Goldberg,the duly elected Senior Vice President and Assistant Secretary of SRCSAIC and SRCSPIC and WIC,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said SRCSAIC and SRCSPIC and WIC,which is still in full force and effect. IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this 13th day of October 2C 22 Jeffrey Goldberg,Senior Vice President& Assistant Secretary of SRCSAIC mid SRCSPIC and WIC 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 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. Nonresident bidders in the State of- Cklahoma our principal place of business, are required to be • :Texas percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State ot our principal place of business, are not required to underbid resident bidders. B, The principal place of business of our company or our parent company or majority owner is in the State of Texas. ❑ `®ge4aaoeeasoep BIDDER: pNTRAC f��d G• 'pRATF' Gig McKee Utility Contractors, INCUo�Q m.. � Tyler McKee 60 ,� 0 2319 W Main St �-��•.o OKIA" Prague, OK 74864 e,® 1/ .e..••� a0o� (8 Ignatur ) �°,Psoaoaaee000� Title: Executive Vice President Date: 10/13/2022 END OF SECTION CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274-2 Form Revised 20110627 00 41 00 Bid Proposal Workbook 004511 -1 BIDDERS PREQUALIFICAT IONS Page I of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 3 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, P REQUALIFI CATION 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 31 st day of March 19 in order to eligible to work on these projects. In order to facilitate the approval of a Bidder's 20 Prequalification Application, the following must accompany the submission. 21 a. A complete set of audited or reviewed financial statements. 22 (1) Classified Balance Sheet 23 (2) Income Statement 24 (3) Statement of Cash Flows 25 (4) Statement of Retained Earnings 26 (5) Notes to the Financial Statements, if any 27 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 28 of Incorporation, Articles of Organization, Certificate of Formation, LLC 29 Regulations, and Certificate of Limited Partnership Agreement). 30 c. A completed Bidder Prequalification Application. 31 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 32 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 33 number visit the Texas Comptroller of Public Accounts online at the 34 following web address www.window.state.tx.us/taxpermit/and fill out the 35 application to apply for your Texas tax ID. 36 (2) The firm's e-mail address and fax number. 37 (3) The firm's DUNS number as issued by Dun&Bradstreet. This number 38 is used by the City for required reporting on Federal Aid projects. The DUNS 39 number may be obtained at www.dnb.com. 40 d. Resumes reflecting the construction experience of the principles of the firm for firms 41 submitting their initial prequalification. These resumes should include the size and 42 scope of the work performed. 43 e. Other information as requested by the City. 44 45 2. Prequalification Requirements 46 a. Financial Statements. Financial statement submission must be provided in 47 accordance with the following: 48 (1) The City requires that the original Financial Statement or a certified copy 49 be submitted for consideration. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE If—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 0045 11 -2 BIDDERS PREQUALIF ICAT IONS 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 Pregualification 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 (I) 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 004511 -3 BIDDERS PREQUALIF ICAT IONS 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 4 5 6 7 8 END OF SECTION 9 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 004512-1 PREQUALIFICATION STATEMENT Page 1 of 1 1 SECTION 00 45 12 2 Each Bidder for a City procurement is required to complete the information below by 3 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the 4 major work e s listed. Major Work Prequalification Type Contractor/Subcontractor Company Name Expiration Date Sewer Interceptors, McKee Utility Contractors, INC 4/30/2023 Urban/Renewal, 42-inches and smaller Sewer Bypass Pumping, 18- t inches—36- Sko � � inches CCTV, 42- inches smalle and tC � tea O J� �5 Sewer cleaning, inches and smaller smaller �{� �-'`'°-a`'ro, P� 5�'C— Epoxy Coating 5 6 7 The undersigned hereby certifies that the contractors and/or subcontractors described in 8 the table above are currently prequalified for the work types listed. 9 10 BIDDER: e�6,00999.4N990®D F Ac"��'sp°� 12 McKee Utility Contractors, INC H',.° , �,•> ?1�°� Tyler McKee 13 Company .f 0F� (Please Print 14 15 2319 W Main St. �A atur e » 16 Address 17 ytl�00,p� ........ L oa`,`�� 18 Prague OK 74864 "0800TO ol�6e�eo Executive Vice President 19 City/State/Zip (Please Print) 20 21 Date: 10/13/2022 22 23 END OF SECTION 24 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised September 30,2021 FORT WORTH SECTION 00 45 13 PREQUALIFICATION APPLICATION Date of Balance Sheet Mark only one: Individual Limited Partnership Name underwhichyouwishto qualify General Partnership Corporation Limited Liability Company Post Office Box City 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.kasavichnFortWorthTexas.gov Alicia.Garciaa,fort wort htexas.gov clint.hoovernn,fortworthtexas.gov Fort Worth Water Department Engineering and City of Fort Worth Transportation and Public City of Fort Worth TPW Transportation Fiscal Services Division 200 Texas St. Fort Works Dept.8851 Camp Bowie West Blvd Fort Management Attn:Clint Hoover,P.E. 5001 Worth,TX 76102 Worth,Texas 76116 Attn:Alicia Garcia 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 film: (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 Renew al, 12-inch diameter and smaller Water Transmission,Development,24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission,Development,42-inches and smaller Water Transmission,Urban/Renewal, 42-inches and smaller Water Transmission,Development,All Sizes Water Transmission,Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches—36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274-2 Revised August 13,2021 0045 13-3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED CCTV, 42-inches and smaller CCTV, 48-inches and smaller Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP,42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development,42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning , 24-inches and smaller Sewer Cleaning ,42-inches and smaller Sewer Cleaning ,All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction(LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction(15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER$1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction(LESS THAN 15,000 square yards)* Concrete Paving Construction/Reconstruction(15,000 square yards and GREATER)* Roadway and Pedestrian Lighting NOTE *There is not a prequalification requirement for installation of concrete sidewalk, curb&gutter, driveways, and panel replacement, only concrete paving CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 0045 13-4 BIDDER PREQUALIFICAT ION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT 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 construction work has your organization had: (a) As a General Contractor: (b) As a Sub-Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER I i *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? 611as 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. 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. CITY OF FORT W ORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 0045 13-5 BIDDER PREQUALIFICAT ION APPLICATION Page 5 of 8 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 fromwhom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY 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? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY 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. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Rcvised August 13,2021 0045 13-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, limited, or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) General Partners/Officers Secretary Limited Partners (if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers (with titles, if any) Except for limited partners,the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals,please attach a certified copy of the corporate resolution, corporate minutes,partnership agreement,power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 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. BALANCE SHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various- TOTAL CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Rcviscd August 13,2021 00 45 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. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274-2 Revised August 13,2021 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I I BE, 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406,096(a),as atnended,Contractor certifies that it provides 4 worker's compensation insurance coverage fot'all of its employees employed on City Project No. 5 100274-2.Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b),as 6 amended, it will provide to City its subcontractor's certificates of compliance with worker's 7 compensation coverage. 8 9 CONTRACTOR: 10 l 1 McKee Utility Contractors, Inc By: Tyler McKee 12 Company (Please Prin 13 14 2319 W. Main Street Signature: _ 15 Address 16 17 Prague, OK7d86d Title: Executive Vice President 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF OKLAHOMA § 22 23 COUNTY OF LINCOLN § 24 25 BEFORE ME,the undersigned authority,on this day personally appeared 26 Tyler McKee ,known to me,to be,the person whose name is 27 subscribed to the foregoing instrument,and acknowledged to me that lie/she executed the same as 28 the act and.deed of_Executive Vice President for the purposes and 29 consideration therein expressed and in the capacity therein stated. 30 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 1:Ith day of 32 October , 20 22 33 — n \,�aeuunuwn,.,,�, 34 q3MrY'35 36 #r IPA tnei Notary Public .n and or the State of Oklahoma 37 .�„;I 38 END OF SECTION 39 CITY OF PORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASB II-PART II S'I'ANDARD CONS'I'RUC'I'ION SPECfr[CA'I'ION DOCUMENT'S City Project No. 100274-2 Rcvised July I,2011 004540-1 Business Equity Goal Page 1 of 2 1 SECTION 00 45 40 2 Business Equity Goal 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is$100,000 or more,then a Business Equity goal is applicable. 5 A Business Equity Firm refers to certified Minority-,and/or Women-, owned Business Enterprises 6 (M/WBEs). 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation of Business Equity 10 Firms when applicable, in the procurement of all goods and services.All requirements and regulations 11 stated in the City's Business Equity Ordinance No.25165-10-2021,(replacing Ordinance No.24534-11- 12 2020(codified at: https://codelib[n.amlegai.com/codes/ftworth/latest(flworth tx/0-0-0-22593)apply to 13 this bid. 14 15 BUSINESS EQUITY PROJECT GOAL 16 The City's Business Equity goal on this project is 21% of the total bid value of the contract (Base bid 17 applies to Parks and Community Services). 18 19 METHODS TO COMPLY WITH THE GOAL 20 On City contracts where a Business Equity Goal is applied,offerors are required to comply with the City's 21 Business Equity Ordinance by meeting or exceeding the above stated goal or otherwise comply with the 22 ordinance through one of the following methods: 1. Commercially useful services performed by a 23 Business Equity prime contractor,2. Business Equity subcontracting participation,3. Combination 24 of Business Equity prime services and Business Equity subcontracting participation, 4. Business 25 Equity Joint Venture/Mentor-Protege participation, 5. Good Faith Effort documentation, or 6. 26 Prime contractor Waiver documentation. 27 28 SUBMITTAL OF REQUIRED DOCUMENTATION 29 Applicable documents (listed below) must be received by the Purchasing Division, OR the offeror shall 30 EMAIL the Business Equity documentation to the assigned City of Fort Worth Project Manager or 31 Department Designee. Documents are to be received no later than 2:00 p.m., on the third City 32 business day after the bid opening date,exclusive of the bid opening date. 33 34 The Offeror must submit one or more of the following documents: 35 1. Utilization Form and Letter(s)of Intent, if the goal is met or exceeded; 36 2. Good Faith Effort Form and Utilization Form, including supporting documentation, if 37 participation is less than stated goal,or no Business Equity participation is accomplished; 38 3. Prime Contractor Waiver Form, including supporting documentation, if the Offeror will perform 39 all subcontracting/supplier opportunities;or 40 4. Joint Venture/Mentor-Protege Form, if goal is met or exceeded with a Joint Venture or Mentor- 41 Protdg6 participation. 42 43 These forms can be found at: 44 Business Equity Utilization Form and Letter of Intent 45 hqs://apps.fortworthtexas.gov/Pro*ectResources/ResourcesP/60-MWBE/Business Equity Utilization 46 Form DVIN 2022 220324.pdf 47 48 Letter of Intent CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised October 27,2021 00 45 40-2 Business Equity Goal Page 2 of 2 1 hgps://apps.fortworthtexas. o� v/ProjectResourcestResourcesP/60-MWBE/Letter of Intent DVIN 2 2021.pdf 3 4 Business Equity Good Faith Effort Form 5 https://apes.fortworthtexas.gov/ProjectResources/ResourcesP/60-MWBE/Good Faith Effort 6 Form_DVIN2022.pdf 7 8 Business Equity Prime Contractor Waiver Form 9 hfts://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60-MWBEMIWBE Prime Contractor 10 Waiver-220313. 11 12 Business Equity Joint Venture Form 13 hqps://appg.fortworthtexas.gov/ProjectResources/ResourcesP/60-MWBE/MWBE Joint 14 Venture_220225.pdf 15 16 17 FAILURE TO ACHIEVE THE GOAL OR OTHERWISE COMPLY WITH THE ORDINANCE WILL 18 RESULT IN THE BIDDER/OFFEROR BEING DECLARED NON-RESPONSIVE AND THE BID 19 REJECTED. 20 21 22 FAILURE TO SUBMIT THE REOUIRED BUSINESS EOUTY DOCUMENTATION OR OTHERWISE 23 COMPLY WITH THE ORDINANCE WILL RESULT IN THE BID BEING DECLARED NON- 24 RESPONSIVE,THE BID REJECTED AND MAY SUBJECT THE BIDDER/OFFEROR TO SANCTIONS 25 AS DESCRIBED IN SEC.20-373 OF THE ORDINANCE. 26 27 For Questions,Please Contact The Business Equity Division of the Department of Diversity and 28 Inclusion at(817)392-2674. 29 END OF SECTION 30 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274-2 Revised October 27,2021 00 52 43- 1 Agreement Page 1 of 6 SECTION 00 52 43 ' AGREEMENT Q/a0,PA 'THIS AGREEMENT authorized on '' 7 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 McKee Utility Contractors, Inc., authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor may jointly be referred to as Parties. City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: MARINE CREEK INTERCEPTOR M-279A& M-365 IMPROVEMENTS—PHASE II PART II CITY PROJECT NO. 100274-2 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 Four Million Six Hundred Fifty Thousand Dollars ($4,650,000.00). Contract price may be adjusted by change orders duly authorized by the Parties. Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work shall be complete for Final Acceptance within 360 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 Six Hundred Fifty Dollars ($650.00) 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised 11/23/2021 00 52 43-2 Agreement Page 2 of 6 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form 1) Proposal Form 2) Vendor 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 ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE Utilization Form 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs,expenses and legal fees incurred by the city in defending against such claims and causes of actions. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised 11/23/2021 00 52 43-3 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 nedigence 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised 11/23/2021 00 52 43-4 Agreement Page 4 of 6 7.8 Prohibition On Contracts With Companies Boycotting Israel. Contractor, unless a sole proprietor, acknowledges that in accordance with Chapter 2271 of the Texas Government Code, if Contractor has 10 or more full time-employees and the contract value is $100,000 or more,the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contract, Contractor certifies that Contractor's signature provides written verification to the City that if Chapter 2271, Texas Government Code applies, Contractor: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. 7.9 Prohibition on Boycotting Energy Companies. Contractor acknowledges that in accordance with Chapter 2274 of the Texas Government Code-(as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2), 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 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2). 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 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 (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1), 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 (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1). 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART I1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised 11/23/2021 00 52 43-5 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. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised 11/23/2021 00 52 43-6 Agreement Page 6 of 6 I j 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: City of Fort Worth By: By: Z�wBUrgh D(D98 M2105 l Dana Burghdoff(D 8,20322032 ii�1':15 CST) Signature Dana Burghdoff Assistant City Manager (Printed Name) Dec 8,2022 , Dates Ap Title A sL •U ` ; Address Man4tte Goodall,City Sec a City/State ip (Seal) It LA,1-7,1— M&C: i Date °.�oasaoes�pd Date: Form 1295 No. eAOle --%,5asq (. Contract Compliance Manager: .. o o c,(; r 1, ; ,_� By signing,I acknowledge that I am the person responsible for the monitoring and 0 administration of this contract, including '•��,��io�)'io`°' r 'to: ensuring all performance and reporting requirements. W&Uar NI&-rWfty7 Walter Norwood, P.E. Project Manager Approved as to Form and Legality: VA DOlac�J«7�' 2anl&]SUT) Douglas W. Black Sr. Assistant City Attorney APPROVAL RECOMMENDED: Chris}anharka✓der Chnrt°pher arder)DK6,301106:56 CST) Chris Harder, P. E. ------- Director Water Department CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274-2 Revised 1 IJ23/2021 Bond No. 2336817 0061 13-1 PERFORMANCE BOND Page 1 of 2 1 SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we,McKee Utility Contractors,Inc.,known as"Principal"herein and 8 Swiss Re Corporate Solutions America Insurance Corporation,a corporate surety(sureties, if more than 9 one)duly authorized to do business in the State of Texas,known as"Surety"herein(whether one 10 or more),are held and firmly bound unto the City of Fort Worth,a municipal corporation created 11 pursuant to the laws of Texas,known as"City"herein, in the penal sum of,Four Million Six 12 Hundred Fifty Thousand Dollars($4,650,000),lawful money of the United States,to be paid in 13 Fort Worth,Tarrant County,Texas for the payment of which sum well and truly to be made, we 14 bind ourselves, our heirs,executors,administrators,successors and assigns,jointly and severally, 15 firmly by these presents. 16 WHEREAS,the Principal has entered into a certain written contract with the City 17 awarded the 29th day of November ,20 221 which Contract is hereby referred to and 18 made a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment 19 labor and other accessories defined by law, in the prosecution of the Work,including any Change 20 Orders,as provided for in said Contract designated as MARINE CREEK INTERCEPTOR M- 21 279A&M-365 IMPROVEMENTS—PHASE II—PART II,City Project No. 100274-2. 22 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 23 shall faithfully perform it obligations under the Contract and shall in all respects duly and 24 faithfully perform the Work, including Change Orders,under the Contract,according to the plans, 25 specifications,and contract documents therein referred to,and as well during any period of 26 extension of the Contract that may be granted on the part of the City,then this obligation shall be 27 and become null and void,otherwise to remain in full force and effect. 28 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 29 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 30 Worth Division. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 006113-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code,as amended,and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 29th day of 6 November -20 22 7 o PRINCIPAL: 8 G© ° '%' McKee Utility Contractors, Inc. 9 e v �. �J e `:''• 10 11 BY: Jd 12 St ture 13 A EST: 14 15 16 ( rincipal)Sec ,• Name and Title 17 18 Address:2319 West Main Street 19 rague, OK 74864 2 21 w 22 Witness as t rincipal 23 SURETY: _ 24 Swiss Re Co rate S tions A _cep,... 25 Insuran orp ratio, - 26 27 BY: 28 ture N::�: -i 29 - i- 30 Jamie Burris,Attorney-in-Fact 31 Name and Title = 32 33 Address: 1200 Main St. - +V 34 Suite 800 35 Kansas City, 64105-2478 36 37 Witness as to Sure , Kristin Lewis Telephone Number: 918-743-8811 38 39 40 41 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 42 from the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different from its mailing address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274-2 Revised July 1,2011 Bond No. 2336817 0061 14-1 PAYMENTBOND Page 1 of 2 1 SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, McKee Utility Contractors, Inc., known as "Principal" herein, and 8 Swiss Re Corporate Solutions America Insurance Corporation a corporate surety 9 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein 10 (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 12 penal sum of Four Million Six Hundred Fifty Thousand Dollars ($4,650,000), lawful money of 13 the United States,to be paid in Fort Worth,Tarrant County,Texas,for the payment of which sum 14 well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and 15 assigns,jointly and severally,firmly by these presents: 16 WHEREAS,Principal has entered into a certain written Contract with City, awarded the 17 29th day of November , 2022 , which Contract is hereby referred to and 18 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 19 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 20 said Contract and designated as MARINE CREEK INTERCEPTOR M-279A & M-365 21 IMPROVEMENTS—PHASE II—PART II,City Project No. 100274-2. 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 0061 14-2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF,the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 29th day of 3 November 20 22 4 PRINCIPAL: McKee Utility Contractors, Inc. e � y G® -' •••�P��`�+Tc,Cj ATTEST: j;•�� �•: ,BY: • • �+ i Signa e (Principal)Seqbftary •• Name and Title Address: 2319 West Main Street Prague, OK 74864 fitness as&Principal SURETY: Swiss Re Corporate Solutio merica Insurance oration ATTEST: BY: S iiifwe ` Jamie Burris,Attorney-in-Fact -, , � �, ; (Surety) Secretary , Carla Kroutter Name and Title ; Address: 1200 Main St. ' Suite 800 Kansas City, - iAssaA S e , Kristin Lewis Telephone Number: 918-743-8811 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 Bond No. 2336817 0061 19-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we McKee Utility Contractors,Inc.,known as"Principal"herein and 8 Swiss Re Corporate Solutions America Insurance Corporation a corporate surety(sureties, if more than 9 one)duly authorized to do business in the State of Texas, known as"Surety"herein(whether one 10 or more),are held and firmly bound unto the City of Fort Worth,a municipal corporation created 11 pursuant to the laws of the State of Texas,known as"City"herein, in the sum of Four Million Six 12 Hundred Fifty Thousand Dollars($4,650,000),lawful money of the United States,to be paid in 13 Fort Worth,Tarrant County,Texas,for payment of which sum well and truly be made unto the 14 City and its successors,we bind ourselves,our heirs,executors,administrators,successors and 15 assigns,jointly and severally,firmly by these presents. 16 17 WHEREAS,the Principal has entered into a certain written contract with the City awarded 18 the 29th day of November ,20 22 ,which Contract is hereby 19 referred to and a made part hereof for all purposes as if fully set forth herein,to furnish all 20 materials,equipment labor and other accessories as defined by law,in the prosecution of the 21 Work, including any Work resulting from a duly authorized Change Order(collectively herein, 22 the"Work")as provided for in said contract and designated as MARINE CREEK 23 INTERCEPTOR M-279a&M-365 IMPROVEMENTS—PHASE II—PART II, City Project No. 24 100274-2; and 25 26 WHEREAS,Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans,specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two(2)years 29 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and 30 31 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE I1—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 006119-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE,the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City,to a completion 3 satisfactory to the City,then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond;and 10 11 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 12 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 13 Worth Division; and 14 15 PROVIDED FURTHER,that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE H—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 0061 19-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 29th day of November 3 2022 4 5 GONIT ' ` e PRINCIPAL: 6 .. �, McKee Utility Contractors, Inc. 7 ti`�.ORpORq� ..O v, 9 s W: V ., ` BY: .ILL 10 0; Y S' nature 11 ATTEST., 12 .. 13 A k u U,_s u IL[• �,� l 14 (Principal)Se re ° —t Name and Title 15 16 Address:2319 West Main Street 17 � Prague, OK 74864 18 19 20 Witness as Principal 21 SURETY: )_:N^'-y�= 22 Swiss Re Corporate Solu s Arnei,i6-- 23 Insuranc porati - - 24 { v ✓:� 25 (:arnie : 26 nature — - 27 28 Burris,Attorney-in-Faet� 29 A ST: Name and Title _ �- + 30 31 oLa Address: 1200 Main St. 32 ;retary la routter Suite 800 33 Isa Kansas City, MO 64105-2478 34 35 fitne1*6 Surety', Kristin Lewis Telephone Number: 918-743-8811 36 37 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100274-2 Revised July 1,2011 SWISS RE CORPORATE SOLUTIONS SWISS RE CORPORATE SOLUTIONS AMERICA INSURANCE CORPORATION("SRCSAIC") SWISS RE CORPORATE SOLUTIONS PREMIER INSURANCE CORPORATION("SRCSPIC") WESTPORT INSURANCE CORPORATION("WIC") GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT SRCSAIC,a corporation duly organized and existing under laws of the State of Missouri,and having its principal office in the City of Kansas City,Missouri,and SRCSPIC,a corporation organized and existing under the laws of the State of Missouri and having its principal office in the City of Kansas City,Missouri,and WIC,organized under the laws of the State of Missouri,and having its principal office in the City of Kansas City,Missouri,each does hereby make,constitute and appoint: VICKI WILSON,AUSTTN,K.GREENHAW,CLAYTON HOWELL,CAREY L.KENNEMER,RANDY D.WEBB,AARON WOOSEY,GARY LILES, THOMAS PERRAULT,KRISTIN LEWIS,AND JOSHUA BRYAN JOINTLY OR SEVERALLY JOHN K.DEER,VAUGHN P.GRAHAM,JR.,STEPHEN M.POLEMAN,TRAVIS E.BROWN,DEBORAH L.RAPER,JAMBE BUMS,SHELLI R.SAMSEL,MARK D.NOWELL, Its true and lawful Attomey(s)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: TWO HUNDRED FIFTY MILLION($200,000,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both SRCSAIC and SRCSPIC at meetings duly called and held on the 18th of November 2021 and WIC by written consent of its Executive Committee dated July 18,2011. "RESOLVED,that any two of the President,any Managing Director,any Senior Vice President,any Vice President,the Secretary or any Assistant Secretary be,and each or any of them hereby is,authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Corporation bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Corporation; and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Corporation may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attomey or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Corporation when so affixed and in the future with regard to anv bond,undertaking or contract of surety to which it is attached." ��pdiS A61Eq �pNS PRE,y y .......... iysa^" `�yp`••.�RPOR,�T'fYy,'. �....«f• t''�••V F',G r��.•4 F;G, By Rdk Jameson,Sealer Vlee hrtdwt of SRCSAIC&Senior Via President S E A L S E A L s of SRCSPIC&Senior Via President of WIC Y J z gip`; �? iiiil t z 1973 By ......a•`•`�J• hryS yyR �+` Gerald Jagrowadd.,Vice President of SRCSAIC&Vice President of SRCSPIC +NL1„urr"„ &Viee President of wIC IN WITNESS WHEREOF,SRCSAIC,SRCSPIC,and WIC have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers this 10 day of NOVEMBER 20 22 Swiss Re Corporate Solutions America Insurance Corporation State of Illinois Swiss Re Corporate Solutions Premier Insurance Corporation County of Cook Westport Insurance Corporation On this 10 day of NOVEMBER ,20 22,before me,a Notary Public personally appeared Erik Janssens,Senior Vice President of SRCSAIC and Senior Vice President of SRCSPIC and Senior Vice President of WIC and Gerald Jagrowski,Vice President of SRCSAIC and Vice President of SPCSPIC and Vice President of WIC,personally known to me,who being by me duly swom,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. - - - - - - - - - -- - - - MOAYgtRilt1C,37A1EaFtillO�._ ������v di*�. QMao+rA I,Jeffrey Goldberg,the duly elected Senior Vice President and Assistant Secretary of SRCSAIC and SRCSPIC and WIC,do hereby cer� pu ab"e avd foregoing is a true and correct copy of a Power of Attomey given by said SRCSAIC and SRCSPIC and C,which is still in fuii fob` ref, ---__ -,• IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this�day of4 ✓ ,20�2. Jeffrey Goldberg,Senior Vice Presideal Assistant Secretary of SRCSAIC and: SRCSPIC and WIC Zo —ter STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:8/2MI � ��� ��� � �' ����' �"^�� �'�������^' ��� ���������� ������� ��� ����� K`�����'��� �`'������ CONTRACT ~�~^^�w ^^~~�~� ^ ^�^^� ~��^^� u^^' ^�� ^ TABLE o0FCONTENTS Page Article | —Defindionlo and Terminology ...'.''.'...'.'.''.'.''......'.'...'....''.'.'...'.........''.'......'......' l 1.01 Defioed Terms............................................................................................................................... l 1.02 Terminology -------------------------------------------6 Article2—Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time; Notice nm Proceed................................................................7 2.03 Starting the Work..........................................................................................................................0 2-04 Before Starting Construction ........................................................................................................0 2-05 Prc0000tnuotion Conference..........................................................................................................0 2-06 Public Meeting -----------------------.----'---------..0 2.07 Initial Acceptance of Schedules....................................................................................................0 Article 3 —Contract Documents: Intent,Amending, Reuse............................................................................0 I01Intent.............................................................................................................................................. 3.02 Reference Standards---------------------------------------.4 I03Reporting and Resolving Discrepancies.......................................................................................4 3.04 Amending and Supplementing Contract Documents................................................................. l0 3.05 Reuse of Documents ...................................................................................................................l0 3.06 Electronic Data............................................................................................................................ ll Article 4—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points........................................................................................................... ll 4`01 Availability of Luuds ---------------------------'------- ll 4.02 Subsurface and Physical Conditions ------------------------------ \2 4.03 Differing Subsurface or Physical Conditions -------------------------'l2 4`04 Underground Facilities ---------------------------------'—'l3 4`05 Reference Poids ------'--------------.—.----.-----'—.l4 4.06 Hazardous Environmental Condition u1 Site.............................................................................. l4 Article5 —Bonds and Insurance .....................................................................................................................l6 5.01 Licensed Sureties and Insurers ................................................................................................... i6 5.02 Pcrforouancc,Payment,and Maintenance Bonds....................................................................... lh 5.03 Certificates of Insurance.............................................................................................................l6 5.04 Contractor's Insurance................................................................................................................ l0 5.05 Acceptance of Bonds and Insurance;Option to Replace...........................................................l4 Adic|ch—Coutractor`sRcsponoUbdbics ----------------------------------'l4 6i01 Supervision and Superintendence...............................................................................................l4 CITY nr FORT WORTH STANDARD CONSTRUCTION SPECIFICATION oncmwcxTs 6.02 Labor; Working Hours................................................................................................................20 6.09 Services, Materials, and Equipment ------------------------------20 6.04 Project Schcdule----------------------------------------.21 6i05Substitutes and" `.......................................................................................................2l bOb Concerning� un�(]d�cru . --' ----------24 . ` _----------_ _-,,-__, --. ---- --� 6i07Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties ...........................................................................................................26 bOAPermits and Utilities....................................................................................................................27 blU Laws and Regulations --------'---------'-------'----'---.27 billTaxes...........................................................................................................................................28 6`12 Use nf Site and Other Areas.......................................................................................................2K 6.19 Record Documents......................................................................................................................2g 6.14 Safety and Protection..................................................................................................................2g 6`15 Safety Representative..................................................................................................................3U 6.16 Hazard Communication Programs .............................................................................................9U 6.17 Emergenciesand/or Rectification.-------------------------------.90 6.18 Submittals....................................................................................................................................3l 6.19 Continuing the Work...................................................................................................................l7 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification --------'----'-----------''---------'-ll 6.22 Delegation nf Professional Design Services ..............................................................................34 6.23 Right tnAud�----.---------------------------'-----'34 6.24Nondiscrimination--------------'----'--'--'-..--'----'--'-'l5 Article 7-Other Work at the Site...................................................................................................................95 7'01 Related Work ut Site ...................................................................................................................35 7.02 Coordination.-----------------------------------'------.l0 Article 0 -Cit»`m Responsibilities----------------------''-----------''9h 8.01 Communications� tn Contractor...................................................................................................90 0.02 Furnish Data................................................................................................................................30 0.03 Pay When Due ............................................................................................................................30 8.04 Lands and Easements;Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................l0 0.06 Inspections, Tcsts,and ---'----'------------'------.90 0.07 Limitations nmCi `uRcmpnouibdbiom -----------------------------97 8.00 Undisclosed Hazardous Environmental Condition ----------------------'37 0.09 Compliance with Safety Program...............................................................................................37 Article A-Cit»`m (]bmcrvutk)n Status During Cnnubucdno -------------------------97 9i01 Cih/uProject ...-------------.-----------'----.-'l7 9i02Visits Vn Site ................................................................................................................................37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work..........................................................................................................98 9.05 Determinations for Work Performed..........................................................................................3M 5i06 lJcciykonm on Requirements � nf Contract lJocoux:ntu and Acceptability nf Work.....................90 cITvmr FORT WORTH srAmnAnncoNSrxucrmx SPECIFICATION nncuMswrm ArticlelO —Changesiu the Work; Claims; Extra Work................................................................................30 l(101 Authorized Changes iu the Work...............................................................................................30 10i02 Unauthorized Changesbz the Work ...........................................................................................3Q l[iO3 Execution of Change Orders.......................................................................................................3Q l[iO4 Extra Work..................................................................................................................................34 l[i05 Notification Vm Surety..................................................................................................................39 l(\06 Contract Clabris Process.............................................................................................................40 Article I —ComtoftbcWork; Allowances; Unit Price Work; Plans Quantity Measurement......................4\ lLOlCost of the Work.........................................................................................................................4l 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 — of ofCooio�c�Tbzu� 46 _'_—=- ^ —'--`�- ---------------------.. 1I01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article l3 —Tests and Inspections; Correction, Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects ........................................................................................................................48 13.02 Access tm Work-----------------------'------'---'---'40 13.03 Tests and Inspections ..................................................................................................................48 13.04 Uncovering Work........................................................................................................................44 13.05 City May Stop the Work.............................................................................................................44 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.00 Acceptance ofDefective Work...................................................................................................5l 13.04 City May Correct Defective Work.............................................................................................5l Article l4 —Payments nm 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 Pa}nzneo1------------------------------------------56 14`00 Final I�c�vcdand Pa��) i Release........................................................56 14`04 Waiver of Claim ........................................................................................................................57 Article 15 — Suspensionof Work and Termination -----------------------------.57 15.01 City May Suspend Work.-------__--'---_------------------.57 15.02 City May Terminate for Cause...................................................................................................50 15.03 [knMunTcrodnatcForConveoieocc-----------------------------bU Article lb —Disnntc Resolution ---------------------------------------.bl 16.01 Methods and Procedures.............................................................................................................bl cITpm FORT WORTH STANDARD CONSTRUCTION SPECIFICATION oucomsNru Article |7 —Miscellaneous ..............................................................................................................................62 |TO| Giving Notice..............................................................................................................................62 17.02 Computation ofTi000 ................................................................................................................62 |7.O3 Cumulative Remedies.................................................................................................................62 |7.04 Survival o[ -------------------------------------6] 17.05 Headings---.--'-----'----'------.-------'----------6] cITYmp FORT WORTH STANDARD CONSTRUCT mx SPECIFICATION oncomcmru 007200-1 GENERAL CONDITION S 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 STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision:823/L021 007200-1 GENERAL CONDITION S 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:8=I 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 defined, shall mean a Calendar Day. 26. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative,assistant, or agents. 27. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative,assistant, or agents. 28. Director of Planning and Development— The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 32. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective,but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:823MI 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:923✓ I 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:8/23/2021 007200-1 GENERAL CONDITION S Page 6 of 63 62. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 63. Substantial Completion — The stage in the progress of the Project when the Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent— The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier—A manufacturer,fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water,wastewater, storm water,other liquids or chemicals, or traffic or other control systems. 69 Unit Price Work—See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours—Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day—A working day is defined as a day,not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through E are not defned but, when used in the Bidding Requirements or Contract Documents,have the indicated meaning. B. Intent of Certain Terms orAdjectives: CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision:923/ I 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 hike 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:823/2(7LI 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 Contractor attending the Public Meeting as 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 in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIFICATION DOCUMENTS Revision:82-Ml 007200-1 GENERAL CONDITION S 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:KV2021 007200-1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C);or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:823!L021 007200-1 GENERAL CONDITIONS Page I 1 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 atthe user's sole risk. Ifthere is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:823=1 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 CONST RU CT ION SPECIFICATION DOCUMENTS Revision:8232021 007200-1 GENERAL CONDITION S 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 respectto 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 CONSTRUCT ION SPFCIFICATION DOCUMF,NTS Revision:823 I 007200-1 GENERAL CONDITION S 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 CONST RU CT ION SPECIFICATION DOCUMENTS Revision:823 I 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 whic h 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 Contractoror by anyoneforwhom 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:823/2021 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:82"i/2021 007200-t GENERAL CONDITION S 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:9,2M1 007200-1 GENERAL CONDITION S 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:8232021 007200-1 GENERAL CONDITION S Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates(or other evidence requested).Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request.If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work,or of such failure to maintain prior to any change in the required coverage. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means,methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:82MI 007200-1 GENERAL CONDITION S 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: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up,and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source,kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision:92=1 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 if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:8232021 007200-1 GENERAL CONDITION S Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:823✓2021 007200-1 GENE RALCONDITIONS 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:8/23/2021 007200-1 GENERAL CONDITION S 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. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 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 an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. 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: CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:8232021 007200-1 GENERAL CONDITION S Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any 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:8Q3/2021 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 agreementbefore the 15th day afterthe date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. 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. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. 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 ofthe Work or resultingfrom CITY OF FORT WORTH STANDARD CONST RU CTIO N SPECIFICATION DOCUMENTS Revision:823MI 007200-I GENERAL CONDITION S Page 27 of 63 the incorporation in the Work of any invention, design,process,product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary,in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtainedpermits and licenses.Citywill obtain andpay 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 CONSTRUCT ION SPECIFICATION DOCUMENTS Revision:823202I 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: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http:/www.window.state.tx.us/taxinfo/taxforms/93-forms.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area,or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:82?2021 007200-1 GENERAL CONDITION S 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:823/1A21 007200-I 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:8Q312021 007200-1 GENERAL CONDITION S 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:8232021 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:&2MI 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 A . . OR SOME OF THE DAMAGES BEING SOUGHT WERE. CAUSED- IN WHOL.E 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 indemnifyand hold harmless,at its own expense,the City, its officers,servants and a mployees,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:8232021 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 RE. CAUSED, IN WHOLE. OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carryout Contractor's responsibilities for construction means,methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract,have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract,have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:923✓2021 007200-1 GENERAL CONDITION S 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 tothe 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 SPFCIFICATION DOCUMENTS Revision:8232021 007200-1 GENERAL CONDITION S 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 RESPONSIBILYI'IES 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. CITYOF FORT WORTH STANDARD CONSTRUCTIO N SPECIFICATION DOCUMENTS Revision:823/2021 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 DOCUMF,NTS Revision:823202I 007200-1 GENERAL CONDITION S Page 38 of 63 9.03 Authorized variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10—CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITYOF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision:823202I 007200-1 GENERAL CONDITION S 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:8/232021 007200-1 GENERAL CONDITION S 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:823/ I 007200-1 GENERAL CONDITION S Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11 —COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.013, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fi232021 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:923MI 007200-1 GENERAL CONDITION S 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.I or specifically covered by Paragraph I1.0l.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:8232021 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 eachseparately 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:9'BM1 007200-1 GENERAL CONDITION S Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that ]IS above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under"Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures"for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order,or to correct an error,or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25%variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than S250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIFICATION DOCUMENTS Revision:82M] 007200-I GENERAL CONDITION S Page 46 of 63 E. For callout work or non-site specific Contracts,the plans quantity measurement requirements are not applicable. ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.0l.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.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 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.0l.A.4 and 11.01.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 12.0l.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMF,NTS Revision:8232021 007200-1 GENERAL CONDITION S Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%)of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0l.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTR UCTIO N SPECIFICATION DOCUMF,NTS Revision:823✓Z021 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 may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests,retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)inspections, which shall be paid as described in the Supplementary Conditions. 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 STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision:8/23MI 007200-1 GENERAL CONDITION S 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:823/2021 007200-1 GENERAL CONDITION S 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:82372021 007200-1 GENERAL CONDITION S 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:A232021 00 72 00-1 GENERAL CONDITION S 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:82V"] 007200-1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance,the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor; or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective or completed Work has been damaged by the Contractor or subcontractors requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:92MI 007200-I 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:9,23/2021 00 72 00-1 GENERAL CONDITION S 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 Finallnspection 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:8Q-1W1 007200-1 GENERAL CONDITION S Page 56 of 63 14.07 Final Payment A. ApplicationforPayment: 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 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 CITYOF FORT WORTH STANDARD CONST RU CT ION SPECIFICATION DOCUMENTS Revision:8/L3J2021 007200-1 GENERAL CONDITION S 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:823!2021 007200-I GENERAL CONDITION S Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature,the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:82?202I 00 72 00-1 GENERAL CONDITION S 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 exceedsuch unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order,provided that when exercising any rights or remedies under this Paragraph,City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof,may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Artie le. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:823202I 007200-1 GENERAL CONDITION S 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 effectedby 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:8/232021 007200-1 GENERAL CONDITION S Page 61 of 63 D. Not later than 15 days thereafter,the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or,if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case,Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16—DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.13 shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:823/1021 00 72 00-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process;or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17—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. CITYOF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision:&232021 007200-1 GENERAL CONDITION S 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 CONSTRUCT ION SPECIFICATION DOCUMENTS Revision:8/232021 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-4.01 A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1.,"Availability of Lands" The following is a list of known outstanding right-of-way,and/or easements to be acquired, if any as of September 2021: Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE❑ PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 9,2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 6 SC-4.01A.2,"Availability of Lands" Utilities or obstructions to be removed,adjusted,and/or relocated The following is list of utilities and/or obstructions that have not been removed,adjusted, and/or relocated as of September 2021 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None 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: A Geotechnical Engineering Study, Marine Creek M-365 Parallel Interceptor,Amendment No. 1, dated April 2018, prepared by CMJ Engineering, Inc. a sub-consultant of Halff Associates, Inc.,a consultant of the City,providing additional information on general subsurface conditions. The following are drawings of physical conditions in or relating to existing surface and subsurface structures(except Underground Facilities)which are at or contiguous to the site of the Work: None SC-4.06A.,"Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SC-5.03A.,"Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: None (3) Other: None SC-5.04A.,"Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers'Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease-each employee $500,000 Disease-policy limit CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11 PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 9,2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 6 SC-5.04B.,"Contractor's Insurance" 5.0413.Commercial General Liability,under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with minimum limits 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: $Confirm Limits with Railroad (2) Each Occurrence: $Confirm Limits with Railroad Required for this Contract X Not required for this Contract With respect to the above outlined insurance requirements,the following shall govern: CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11-PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 9,2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 6 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required,each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of-way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at- grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on 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.,"Wage Rates" The following is the prevailing wage rate table(s)applicable to this project and is provided in the Appendixes: CFW Horizontal Wage Rate Table A copy of the table is also available by accessing the City's website at: https://apps.fortworthtexas.zov/ProiectResources/ You can access the file by following the directory path: 02-Construction Documents/Spec ifications/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: Contractor shall submit an aquatic resource relocation plan,approved by Texas Parks and Wildlife Department,to U.S. Army Corps of Engineers for review and approval. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11-PART lI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 9,2020 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 6 Contractor shall sign a Limited Right of Entry Permit and provide a certificate of insurance meeting Tarrant Regional Water District requirements. 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: U.S. Army Corps of Engineers Authorization Letter Tarrant Regional Water District's consent to the construction and operation of the Marine Creek Interceptor M-219A& M-365 Improvements Phase II—Part II 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 September 2021 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None SC-7.02.,"Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority PARD Contractor Unknown PARD PM Tonda Rice Tondolohotedha.Rice@fortworthtexas.gov SC-8.01,"Communications to Contractor" None SC-9.01.,"City's Project Manager" The City's Project Manager for this Contract is Walter Norwood,or his/her successor pursuant to written notification from the Director of Water Department. SC-13.03C.,"Tests and Inspections" None SC-16.01C.1,"Methods and Procedures" None END OF SECTION CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II -PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 9,2020 0073 00 SUPPLEMENTARY CONDITIONS Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative"wording changed to City's Project Manager. 3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 9,2020 01 1100-1 SUMMARY OF WORK Page 1 of 3 1 SECTION 01 1100 2 SUMMARY OF WORK 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 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 I - 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 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list,then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights-of-way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11 PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 011100-2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines,to all conduits,overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation,company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal,temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 011100-3 SUMMARY OF WORK Page 3 of3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11 PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 01 25 00-1 SUBSTITUTION PROCEDURES Page 1 of4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 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. Request for Substitution - General 26 1. Within 30 days after award of Contract(unless noted otherwise),the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors,trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS- PHASE 11 PART❑ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 25 00-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved,the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE II PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if- 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work,to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 END OF SECTION 30 Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE If PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 25 00-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended Recommended 38 as noted 39 40 Firm Not recommended _Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11 PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 0131 19-1 PRECONSTRUCTION MEETING Page I of 1 SECTION 0131 19 2 PRECONSTRUCTION MEETING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division I —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 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded,tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH MARINE,CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11 PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 17,2012 01 31 19-2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting. 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way, utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h. Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 I. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre-Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 ee. Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 J. Questions or Comments CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS -PHASE 11 PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 17,2012 01 31 19-3 PRECONSTRUCTION MEETING Page 3 of 3 l 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11 PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 17,2012 013120- 1 PROJECT MEETINGS Page I of 3 1 SECTION 01 31 20 2 PROJECT MEETINGS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 —General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded,tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre-Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II—PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 013120-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general,the neighborhood meeting will occur within the 2 weeks following 5 the pre-construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- II needed basis. Such additional meetings shall include, but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings, prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations, problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off-site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 I. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11 PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 31 20-3 PROJECT MEETINGS Page 3 of 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings maybe held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2- PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 Revision Log DATE NAME SUMMARY OF CHANGE 23 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART❑ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 32 16-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 1 SECTION 0132 16 2 CONSTRUCTION SCHEDULE 3 PART 1 - 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. Akey 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 REFERENC ES 38 A Project Schedules CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 O1 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE It PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 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 0132 16.1 25 Construction Project Schedule Baseline Example. 26 27 2. Progress Schedule 28 The Contractor updates their schedule at the end of each month to represent the 29 progress achieved in the work which includes any impact from authorized changes 30 in the work. The updated schedule must accurately reflect the current status of the 31 work at that point in time and is referred to as the"Progress Schedule". The City's 32 Project Manager and Project Control Specialist reviews and accepts each progress 33 schedule. In the event a progress schedule is deemed not acceptable, the 34 unacceptable issues are identified by the City within 5 working days and the 35 Contractor must provide an acceptable progress schedule within 5 working days 36 after receipt of non-acceptance notification. An example of a Progress Schedule is 37 provided in Specification 01 32 16.2 Construction Project Schedule Progress 38 Example. 39 D. City Standard Schedule requirements 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 01 32 16-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 1 1. Schedule Framework- The schedule will be based on the defined scope of work 2 and follow the(Critical Path Methodology)CPM method. The Contractor's 3 schedule will align with the requirements of this specification and will be cost 4 loaded to reflect their plan for execution. Compliance with cost loading can be 5 provided with traditional cost loading of line items OR a projected cost per 6 month for the project when the initial schedule is submitted, updated on a 7 quarterly basis is significant change is anticipated. Overall schedule duration 8 will align with the contractual requirements for the respective scope of work and be 9 reflected in City's Master Project Schedule. The Project Number and Name of the 10 Project is required on each schedule and must match the City's project data. 11 12 E. Schedule File Name 13 All schedules submitted to the City for a project will have a file name that begins with 14 the City's project number followed by the name of theproject followed by baseline(if 15 a baseline schedule)or theyearand month(if a progress schedule), as shown below. 16 17 • Baseline Schedule File Name 18 Format: City Project Number—Project Name—Baseline 19 Example: 101376_North Montgomery Street I-IMAC_Baseline 20 21 • Progress Schedule File Name 22 Format: City Project Number Project Name_YYYY-MM 23 Example: 101376_North Montgomery Street H AC_2018_01 24 25 • Project Schedule Progress Narrative File Name 26 Format: City Project Number_Project Name_PN_YYYY-MM 27 Example: 101376_North Montgomery Street I MAC_PN_2018_01 28 29 F. Schedule Templates 30 The Contractor will utilize the relevant sections from the City's templates provided in 31 the City's document management system as the basis for creating their respective 32 project schedule. Specifically, the Contractor's schedule will align with the layout of 33 the Construction section. The templates are identified by type of project as noted 34 below. 35 • Arterials 36 • Aviation 37 • Neighborhood Streets 38 • Sidewalks (later) 39 • Quiet Zones(later) 40 • Street Lights (later) 41 • Intersection Improvements (later) 42 • Parks 43 • Storm water 44 • Street Maintenance 45 • Traffic 46 • Water 47 48 G. Schedule Calendar CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 01 3216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5of10 1 The City's standard calendar for schedule development purposes is based on a 5-day 2 workweek and accounts for the City's eight standard holidays (New Years, Martin 3 Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, 4 Christmas). The Contractor will establish a schedule calendar as part of the schedule 5 development process and provide to the Project Control Specialist as part of the basis 6 for their schedule. Variations between the City's calendar and the Contractor's 7 calendar must be resolved prior to the City's acceptance of their Baseline project 8 schedule. 9 10 H. WBS &Milestone Standards for Schedule Development 11 The scope of work to be accomplished by the Contractor is represented in the schedule 12 in the form of a Work Breakdown Structure(WBS). The WBS is the basis for the 13 development of the schedule activities and shall be imbedded and depicted in the 14 schedule. 15 16 The following is a summary of the standards to be followed in preparing and 17 maintaining a schedule for project delivery. 18 19 1. Contractor is required to utilize the City's WBS structure and respective 20 project type template for"Construction"as shown in Section 1.4.1-lbelow. 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 1. 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 01 32 16-6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 1 review and acceptance as described in Section 1.5 below. Updated baseline schedules 2 adhere to the following: 3 4 1. Time extensions associated with approved contract modifications are limited to the 5 actual amount of time the project activities are anticipated to be delayed, unless 6 otherwise approved by the Program Manager. 7 8 2. The re-baselined schedule is submitted by the Contractor within ten workdays after 9 the date of receipt of the approved Change Order. 10 11 3. The changes in logic or durations approved by the City are used to analyze the impact 12 of the change and is included in the Change Order. The coding for anew activity(s) 13 added to the schedule for the Change Order includes the Change Order number in the 14 Activity ID. Use as many activities as needed to accurately show the work of the 15 Change Order. Revisions to the baseline schedule are not effective until accepted by 16 the City. 17 K City's Work Breakdown Structure 18 19 WBS Code WBS Name 20 XXXXXX Project Name 21 XXXXXX.30 Design 22 XXXXXX.30.10 Design Contractor Agreement 23 XXXXXX.30.20 Conceptual Design(30%) 24 XXXXXX.30.30 Preliminary Design (60%) 25 XXXXXX.30.40 Final Design 26 XXXXXX.30.50 Environmental 27 XXXXXX.30.60 Permits 28 XXXXXX.30.60.10 Permits - Identification 29 XXXXXX.30.60.20 Permits - Review/Approve 30 XXXXXX.40 ROW& Easements 31 XXXXXX.40.10 ROW Negotiations 32 XXXXXX.40.20 Condemnation 33 XXXXXX.70 Utility Relocation 34 XXXXXX.70.10 Utility Relocation Co-ordination 35 XXXXXX.80 Construction 36 XXXXXX.80.81 Bid and Award 37 XXXXXX.80.83 Construction Execution 38 XXXXXX.80.85 Inspection 39 XXXXXX.80.86 Landscaping 40 XXXXXX.90 Closeout 41 XXXXXX.90.10 Construction Contract Close-out 42 XXXXXX.90.40 Design Contract Closure 43 L. City's Standard Milestones 44 The following milestone activities (i.e., important events on a project that mark critical 45 points in time) are of particular interest to the City and must be reflected in the project 46 schedule for all phases of work. 47 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE 11 -PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 01 32 16-7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 l 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 SUBNUTTALS 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 01 32 16-8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 1 1. Schedule Format 2 The Contractor will submit each schedule in two electronic forms,one in native file 3 format(.xer,.xml,.mpx)and the second in apdf format, in the City's document 4 management system in the location dedicated for this purpose and identified by the 5 Project Manager. In the event the Contractor does not use Primavera P6 or MS 6 Project for scheduling purposes,the schedule information must be submitted in.xls or 7 .xlsx format in compliance with the sample layout (See Specification 0132 16.1 8 Construction Project Schedule Baseline Example), including activity predecessors, 9 successors and total float. 10 11 2. Initial &Baseline Schedule 12 The Contractor will develop their schedule for their scope of work and submit their 13 initial schedule in electronic form(in the file formats noted above), in the City's 14 document management system in the location dedicated for this purpose at least S 15 working days prior to Pre Construction Meeting. 16 17 The City's Project Manager and Project Control Specialist review this initial schedule 18 to determine alignment with the City's Master Project Schedule, including format& 19 WBS structure. Following the City's review, feedback is provided to the Contractor 20 for their use in finalizing their initial schedule and issuing (within five workdays)their 21 Baseline Schedule for final review and acceptance by the City. 22 23 3. Progress Schedule 24 The Contractor will update and issue their project schedule(Progress Schedule)by the 25 last day of each month throughout the life of their work on the project. The Progress 26 Schedule is submitted in electronic form as noted above, in the City's document 27 management system in the location dedicated for this purpose. 28 29 The City's Project Control team reviews each Progress Schedule for data and 30 information that support the assessment of the update to the schedule. In the event 31 data or information is missing or incomplete, the Project Controls Specialist 32 communicates directly with the Contractor's scheduler for providing same. The 33 Contractor re-submits the corrected Progress Schedule within S workdays, following 34 the submittal process noted above. The City's Project Manager and Project Control 35 Specialist review the Contractor's progress schedule for acceptance and to monitor 36 performance and progress. 37 38 The following list of items are required to ensure proper status information is 39 contained in the Progress Schedule. 40 • Baseline Start date 41 • Baseline Finish Date 42 • %Complete 43 • F loat 44 • Activity Logic (dependencies) 45 • Critical Path 46 • Activities added or deleted 47 • Expected Baseline Finish date 48 • Variance to the Baseline Finish Date 49 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 01 32 16-9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 B. Monthly Construction Status Report 2 The Contractor submits a written status report(referred to as a progress narrative)at the 3 monthly progress meeting(if monthly meetings are held) or at the end of each month to 4 accompany the Progress Schedule submittal,using the standard format provided in 5 Specification 0132 16.3 Construction Project Schedule Progress Narrative. The content 6 of the Construction Project Schedule Progress Narrative should be concise and complete 7 to include only changes, delays, and anticipated problems. 8 9 C. Submittal Process 10 • Schedules and Monthly Construction Status Reports are submitted in in the City's 11 document management system in the location dedicated for this purpose. 12 • Once the project has been completed and Final Acceptance has been issued by the 13 City, no further progress schedules or construction status reports are required from 14 the Contractor. 15 1. 16 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.6 CLOSEOUT SUBMITTALS [NOT USED] 18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.8 QUALITY ASSURANCE 20 A The person preparing and revising the construction Progress Schedule shall be 21 experienced in the preparation of schedules of similar complexity. 22 B. Schedule and supporting documents addressed in this Specification shall be prepared, 23 updated and revised to accurately reflect the performance of the construction. 24 C. Contractor is responsible for the quality of all submittals in this section meeting the 25 standard of care for the construction industry for similar projects. 26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.10 FIELD [SITE] CONDITIONS [NOT USED] 28 1.11 WARRANTY [NOT USED] 29 1.12 ATTACHMENTS 30 Spec 0132 16.1 Construction Project Schedule Baseline Example 31 Spec 01 32 16.2 Construction Project Schedule Progress Example 32 Spec 0132 16.3 Construction Project Schedule Progress Narrative 33 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 01 32 16-10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 1 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION [NOT USED] 4 END OF SECTION 5 Revision Log DATE NAME SUMMARYOF CHANGE 8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule specifications. 6 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS -PHASE II PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised August 13,2021 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 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 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 32 33-2 PRECONSTRUCT►ON VIDEO Page 2 of 2 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE 4 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 33 00-1 SUBMITTALS Page 1 of 8 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USEDI 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II-PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 01 33 00-2 SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 0 1-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing(i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission (second resubmission)of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 '/z inches x 11 inches to 8 '/z inches x 1 1 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items/Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASF.II PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 01 33 00-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of- 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions,clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation(working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products(sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11 PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 013300-4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare-parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE❑ PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 013300-5 SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples,where required,to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance,the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under I of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 01 33 00-6 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however,all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense, based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals, will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor, and will be considered "Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASE 11-PART lI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 013300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City,the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information(RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI)form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with"RFI" followed by series number, "-xxx",beginning with"01"and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11 PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 01 33 00-8 SUBMITTALS Page 8 of 8 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8. Working Days modified to Calendar Days 5 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 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 42 a. Measurement CITY OF FORT WORTH MARINE,CREEK INTERCEPTOR IMPROVEMENTS—PHASE It—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 11,2022 01 35 13-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 1) Measurement for this Item will be per working day. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 will be paid for each working day that Railroad Flagmen are present at the 5 Site. 6 c. The price bid shall include: 7 1) Coordination for scheduling flagmen 8 2) Flagmen 9 3) Other requirements associated with Railroad 10 3. All other items 11 a. Work associated with these Items is considered subsidiary to the various Items 12 bid. No separate payment will be allowed for this Item. 13 1.3 REFERENCES 14 A. Reference Standards 15 1. Reference standards cited in this Specification refer to the current reference 16 standard published at the time of the latest revision date logged at the end of this 17 Specification, unless a date is specifically cited. 18 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 19 High Voltage Overhead Lines. 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination with the Texas Department of Transportation 22 1. When work in the right-of-way which is under the jurisdiction of the Texas 23 Department of Transportation (TxDOT): 24 a. Notify the Texas Department of Transportation prior to commencing any work 25 therein in accordance with the provisions of the permit 26 b. All work performed in the TxDOT right-of-way shall be performed in 27 compliance with and subject to approval from the Texas Department of 28 Transportation 29 B. Work near High Voltage Lines 30 1. Regulatory Requirements 31 a. All Work near High Voltage Lines (more than 600 volts measured between 32 conductors or between a conductor and the ground) shall be in accordance with 33 Health and Safety Code, Title 9, Subtitle A,Chapter 752. 34 2. Warning sign 35 a. Provide sign of sufficient size meeting all OSHA requirements. 36 3. Equipment operating within 10 feet of high voltage lines will require the following 37 safety features 38 a. Insulating cage-type of guard about the boom or arm 39 b. Insulator links on the lift hook connections for back hoes or dippers 40 c. Equipment must meet the safety requirements as set forth by OSHA and the 41 safety requirements of the owner of the high voltage lines 42 4. Work within 6 feet of high voltage electric lines 43 a. Notification shall be given to: 44 1) The power company(example: ONCOR) CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II PART II SFANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 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. Use of Explosives, Drop Weight, Etc. 17 1. When Contract Documents permit on the project the following will apply: 18 a. Public Notification 19 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 20 prior to commencing. 21 2) Minimum 24 hour public notification in accordance with Section 01 31 13 22 E. Water Department Coordination 23 1. During the construction of this project, it will be necessary to deactivate, for a 24 period of time, existing lines. The Contractor shall be required to coordinate with 25 the Water Department to determine the best times for deactivating and activating 26 those lines. 27 2. Coordinate any event that will require connecting to or the operation of an existing 28 City water line system with the City's representative. 29 a. Coordination shall be in accordance with Section 33 12 25. 30 b. If needed, obtain a hydrant water meter from the Water Department for use 31 during the life of named project. 32 c. In the event that a water valve on an existing live system be turned off and on 33 to accommodate the construction of the project is required, coordinate this 34 activity through the appropriate City representative. 35 1) Do not operate water line valves of existing water system. 36 a) Failure to comply will render the Contractor in violation of Texas Penal 37 Code Title 7, Chapter 28.03 (Criminal Mischief)and the Contractor 38 will be prosecuted to the full extent of the law. 39 b) In addition,the Contractor will assume all liabilities and 40 responsibilities as a result of these actions. 41 F. Public Notification Prior to Beginning Construction 42 l. Prior to beginning construction on any block in the project, on a block by block 43 basis, prepare and deliver a notice or flyer of the pending construction to the front 44 door of each residence or business that will be impacted by construction. The notice 45 shall be prepared as follows: 46 a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to 47 beginning any construction activity on each block in the project area. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11 PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 11,2022 01 35 13-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 1) Prepare flyer on the Contractor's letterhead and include the following 2 information: 3 a) Name of Project 4 b) City Project No(CPN) 5 c) Scope of Project(i.e. type of construction activity) 6 d) Actual construction duration within the block 7 e) Name of the contractor's foreman and phone number 8 f) Name of the City's inspector and phone number 9 g) City's after-hours phone number 10 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 11 A. 12 3) City of Fort Worth Door Hangers will be provided to the Contractor for 13 distribution with their notice. 14 4) Submit schedule showing the construction start and finish time for each 15 block of the project to the inspector. 16 5) Deliver flyer to the City Inspector for review prior to distribution. 17 b. No construction will be allowed to begin on any block until the flyer and door 18 hangers are delivered to all residents of the block. 19 G. Public Notification of Temporary Water Service Interruption during Construction 20 1. In the event it becomes necessary to temporarily shut down water service to 21 residents or businesses during construction, prepare and deliver a notice or flyer of 22 the pending interruption to the front door of each affected resident. 23 2. Prepared notice as follows: 24 a. The notification or flyer shall be posted 24 hours prior to the temporary 25 interruption. 26 b. Prepare flyer on the contractor's letterhead and include the following 27 information: 28 1) Name of the project 29 2) City Project Number 30 3) Date of the interruption of service 31 4) Period the interruption will take place 32 5) Name of the contractor's foreman and phone number 33 6) Name of the City's inspector and phone number 34 c. A sample of the temporary water service interruption notification is attached as 35 Exhibit B. 36 d. Deliver a copy of the temporary interruption notification to the City inspector 37 for review prior to being distributed. 38 e. No interruption of water service can occur until the flyer has been delivered to 39 all affected residents and businesses. 40 f. Electronic versions of the sample flyers can be obtained from the Project 41 Construction Inspector. 42 H. Coordination with United States Army Corps of Engineers (USACE) 43 1. At locations in the Project where construction activities occur in areas where 44 USACE permits are required, meet all requirements set forth in each designated 45 permit. 46 1. Coordination within Railroad Permit Areas CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11 PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 11,2022 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 1. At locations in the project where construction activities occur in areas where 2 railroad permits are required,meet all requirements set forth in each designated 3 railroad permit. This includes, but is not limited to, provisions for: 4 a. Flagmen 5 b. Inspectors 6 c. Safety training 7 d. Additional insurance 8 e. Insurance certificates 9 f. Other employees required to protect the right-of-way and property of the 10 Railroad Company from damage arising out of and/or from the construction of 11 the project. Proper utility clearance procedures shall be used in accordance 12 with the permit guidelines. 13 2. Obtain any supplemental information needed to comply with the railroad's 14 requirements. 15 3. Railroad Flagmen 16 a. Submit receipts to City for verification of working days that railroad flagmen 17 were present on Site. 18 J. Dust Control 19 1. Use acceptable measures to control dust at the Site. 20 a. If water is used to control dust, capture and properly dispose of waste water. 21 b. If wet saw cutting is performed, capture and properly dispose of slurry. 22 K. Employee Parking 23 1. Provide parking for employees at locations approved by the City. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 31 1.12 WARRANTY [NOT USED] 32 PART 2 - PRODUCTS [NOT USED] 33 PART 3 - EXECUTION [NOT USED] 34 END OF SECTION 35 Revision Log CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II PART►I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 11,2022 01 35 13-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 DATE NAME SUMMARY OF CHANGE 1.4.13—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A. Public Safety,Chapter 752. High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit Remove references to Air Pollution watch Days and NCTCOG Clean construction 3/11/2022 M Owen Specification requirements.Clarify need for Door Hangers under in addition to contractor notification of public. 1 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE 11 -PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 11,2022 01 35 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 11,2022 01 35 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 EXHIBIT B 2 FORTWORTH. Doe: DOE NO.Xl= PM�manw. NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR 3 4 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11 PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 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 1. 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS- PHASE II-PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 9,2020 Ol 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.Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH [Insert Project Namel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 9,2020 01 50 00- 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings I 1 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 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment,devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II—PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of4 l d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH MARINE CREEK INTF,RCEPTOR IMPROVEMENTS PHASE II PARTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 50 00-3 TEMPORARY FACILITIES AND CONTROLS Page 3 oT4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED) 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASE lI-PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 50 00-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work,to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II-PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July I,2011 01 5526-1 STREET USE PERMIT AND MODIFICATIONS TOT RAF FIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 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 REFERENC ES 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 I) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE iI—PART Ii STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 22,2021 01 5526-2 STREET USE PERMIT AND MODIF ICAT IONS TOT RAF F IC CONT ROL 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 11 STANDARD CONSTRUCTION S P EC II'IC AT ION DOCUMENTS City Project No. 100274-2 Revised March 22,2021 01 5526-3 STREET USE PERMIT AND MODIFICATIONS TOT RAF F IC CONTROL Page 3of3 1 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED[ 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION ll Revision Log DATE NAME SUMMARYOF CHANGE 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 1.4 A. 1.c.Added language to allow for use of published traffic control"Typicals"i 3/22/2021 M Owen applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re:submittal of permit 12 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 22,2021 015713-1 STORM WATER POLLUTION PREVENTION Pagel of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 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 11 Contract 12 2. Division 1 —General Requirements 13 3. Section 31 25 00—Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management(iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS -PHASE 11 PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 57 13-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System (TPDES)General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR 150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division,(817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR 150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System (TPDES)General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division, (817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE 11 PART❑ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 57 13-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3- EXECUTION [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II -PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 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 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES,AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE 11 PART Il STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 58 13-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [oe] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE Il PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11 PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 Ol 6000 PRODUCT REQUIREMENTS Page 1 of 2 SECTION 0160 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 SUBMITTALSANFORMATIONAL 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS- PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 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] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 3/9/2020 D.V.Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II-PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised March 9,2020 01 66 00-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 1 1 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements 16 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 [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS -PHASE lI—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Storc in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS- PHASE II PART❑ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD loR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 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 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11-PART❑ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11 PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 70 00-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment,and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS -PHASE II—PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised November 22,2016 01 70 00-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE If -PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised November 22,2016 01 7000-3 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 1.I.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 I.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 MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11 PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised November 22,2016 01 7000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 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 END OF SECTION 8 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. 9 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS- PHASE 11-PART Il STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised November 22,2016 017123-1 CONSTRUCTION STAKING AND SURVEY Pagel of 8 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 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. Construction Staking 15 a. Measurement 16 1) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the lump sum price bid for"Construction Staking". 20 2) Payment for"Construction Staking" shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include,but not be limited to the following: 24 1) Verification of control data provided by City. 25 2) Placement, maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of"cut sheets"using the City's standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 3. As-Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. 39 b. Payment 40 1) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sum price bid for"As-Built Survey". CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS -PHASE II—PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised February 14,2018 01 7123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for"Construction Staking" shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include, but not be limited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as-built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey- The survey measurements made prior to or while 13 construction is in progress to control elevation, horizontal position, dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As-built Survey—The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking—The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey"Field Checks"—Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth—Construction Staking Standards (available on City's Buzzsaw 27 website)—01 71 23.16.01—Attachment A—Survey Staking Standards 28 2. City of Fort Worth - Standard Survey Data Collector Library(fxl) files (available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors(TSPS), Manual of Practice for Land 32 Surveying in the State of Texas, Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254(qualifications based selection) for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 01 33 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE 11 -PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised February 14,2018 01 71 23-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit"Cut-Sheets"conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01 —Attachment A—Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As-built Redline Drawing Submittal 7 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor(RPLS)responsible for the work (refer to 01 71 23.16.01 —Attachment A 10 — Survey Staking Standards) . 11 2. Contractor shall submit the proposed as-built and completed redline drawing 12 submittal one(1)week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as-built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re-stake for any reason, the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City, a 29 sufficient number of stakes or markings have been lost, destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re-stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut, the Contractor shall perform 41 construction survey and verify control data including, but not limited to,the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II-PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised February 14,2018 01 7123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2) Use of Benchmarks to furnish and maintain all reference lines and grades 2 for tunneling. 3 3) Use of line and grades to establish the location of the pipe. 4 4) Submit to the City copies of field notesused to establish all lines and 5 grades, if requested, and allow the City to check guidance system setup prior 6 to beginning each tunneling drive. 7 5) Provide access for the City, if requested,to verify the guidance system and 8 the line and grade of the carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 correction of it, as required. 11 7) Monitor line and grade continuously during construction. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and submit daily records to the City. 14 9) If the installation does not meet the specified tolerances(as outlined in 15 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 16 the installation in accordance with the Contract Documents. 17 C. As-Built Survey 18 1. Required As-Built Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor is to coordinate with City to confirm which features require as- 21 built surveying. 22 b. It is the Contractor's responsibility to coordinate the as-built survey and 23 required measurements for items that are to be buried such that construction 24 activities are not delayed or negatively impacted. 25 c. For sewer mains and water mains 12" and under in diameter, it is acceptable 26 to physically measure depth and mark the location during the progress of 27 construction and take as-built survey after the facility has been buried. The 28 Contractor is responsible for the quality control needed to ensure accuracy. 29 3. General 30 a. The Contractor shall provide as-built survey including the elevation and 31 location (and provide written documentation to the City)of construction 32 features during the progress of the construction including the following: 33 1) Water Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 (1) Minimum every 250 linear feet, including 37 (2) Horizontal and vertical points of inflection, curvature, 38 etc. 39 (3) Fire line tee 40 (4) Plugs, stub-outs, dead-end lines 41 (5) Casing pipe(each end)and all buried fittings 42 2) Sanitary Sewer 43 a) Top of pipe elevations and coordinates for force mains and siphon 44 sanitary sewer lines(non-gravity facilities)at the following locations: 45 (1) Minimum every 250 linear feet and any buried fittings 46 (2) Horizontal and vertical points of inflection, curvature, 47 etc. 48 3) Stormwater—Not Applicable CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11-PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised February 14,2018 01 7123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as-built survey including the elevation and 2 location(and provide written documentation to the City)of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults(All sizes) 10 d) Fire hydrants 1 1 e) Valves(gate, butterfly, etc.) 12 f) Air Release valves(Manhole rim and vent pipe) 13 g) Blow off valves (Manhole rim and valve lid) 14 h) Pressure plane valves 15 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater—Not Applicable 25 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2 - PRODUCTS 29 A. A construction survey will produce, but will not be limited to: 30 1. Recovery of relevant control points, points of curvature and points of intersection. 31 2. Establish temporary horizontal and vertical control elevations(benchmarks) 32 sufficiently permanent and located in a manner to be used throughout construction. 33 3. The location of planned facilities, easements and improvements. 34 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 35 areas, utilities, streets, highways, tunnels, and other construction. 36 b. A record of revisions or corrections noted in an orderly manner for reference. 37 c. A drawing, when required by the client, indicating the horizontal and vertical 38 location of facilities, easements and improvements, as built. 39 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 40 construction staking projects. These cut sheets shall be on the standard city template 41 which can be obtained from the Survey Superintendent(817-392-7925). 42 5. Digital survey files in the following formats shall be acceptable: 43 a. AutoCAD(.dwg) 44 b. ESRI Shapefile(.shp) CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II -PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised February 14,2018 01 71 23-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file(.csv), formatted with X and Y coordinates in separate columns(use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions 5 PART 3- EXECUTION 6 3.1 INSTALLERS 7 A. Tolerances: 8 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental. The tolerances listed hereafter are 11 based on generalities and, under certain circumstances, shall yield to specific 12 requirements. The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances. 15 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 16 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft. tolerance. 18 b. Horizontal alignment on a structure shall be within .0.Ift tolerance. 19 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally, along a boundary or any other restrictive line. Away from any 22 restrictive line, these facilities should be staked with an accuracy producing no 23 more than 0.05ft. tolerance from their specified locations. 24 d. Underground and overhead utilities, such as sewers, gas, water,telephone and 25 electric lines, shall be located horizontally within their prescribed areas or 26 easements. Within assigned areas,these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained. Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance, should not exceed 0.1 ft. 32 tolerance. 33 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3.1.A. 39 2. Vertical locations shall be established from a pre-established benchmark and 40 checked by closing to a different bench mark on the same datum. 41 3. Construction survey field work shall correspond to the client's plans. Irregularities 42 or conflicts found shall be reported promptly to the City. 43 4. Revisions, corrections and other pertinent data shall be logged for future reference. 44 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE II-PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised February 14,2018 01 71 23-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR/RESTORATION 5 A. If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City, the monuments shall be adequately referenced for 7 expedient restoration. 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. 11 b. The City may require at any time a survey"Field Check"of any monument 12 or benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. 14 3.6 RE-INSTALLATION [NOT USED] 15 3.7 FIELD loR] SITE QUALITY CONTROL 16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way, if 18 noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A. Survey Checks 22 1. The City reserves the right to perform a Survey Check at any time deemed 23 necessary. 24 2. Checks by City personnel or 3`d party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 Revision Log 71 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE 11-PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised February 14,2018 01 7123-8 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 1 CITY OF FORT WORTH MARINE,CREEK INTERCEPTOR IMPROVEMENTS-PHASE II-PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised February 14,2018 017423-1 CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 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: l l 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 32 92 13 —Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11-PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 7423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED loR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE 11 PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 7423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight-exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior(Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re-seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II PART It STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 74 23-4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities, and upon approval by 2 City,remove erosion control from site. 3 5. Clean signs, lights, signals, etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE II PART❑ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 77 19-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 01 77 19 2 CLOSEOUT REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 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 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. 27 28 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 29 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 PART 2 - PRODUCTS [NOT USED] 32 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE lI—PART STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 11 City Project No. 100274-2 Revised March 22,2021 01 77 19-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 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 7423. 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 MARINE.CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 11 City Project No. 100274-2 Revised March 22,2021 01 77 19-3 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 END OF SECTION 25 Revision Log DATE NAME SUMMARYOF CHANGE 3/22/2021 M Otien 3.4 C. Added language to clarify and emphasize requirement to "Clearing ROW" 26 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE 11—PART STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 11 City Project No. 100274-2 Revised March 22,2021 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/2 inches x 1 1 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS-PHASE Il-PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 01 7823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND I 1 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal,address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List,with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 01 7823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves,engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS -PHASE 11—PART 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 01 7823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices,and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASE 11 PART❑ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 01 7823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1 —title of section removed 8 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE It PART It STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised December 20,2012 01 78 39-1 PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS -PHASE 11 PART❑ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 78 39-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED 10R] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II-PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 78 39-3 PROJECT RECORD DOCUMENTS Page 3 of 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items,are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch,the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note,the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents,coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction,and the actual location of items. CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 01 78 39-4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 1 1 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD loR] 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 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE 26 CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS PHASE II PART II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 100274-2 Revised July 1,2011 4014 Special Specification 4014 Texas Interlocking Articulating Concrete Blocks o,T,ans °non 1. DESCRIPTION Furnish and install interlocking articulating concrete blocks and geotextile fabric underlayment to provide an erosion control matrix. 2. DEFINITION Interlocking Articulating Concrete Blocks(IACB). Adjacent concrete blocks that fit together in such a manner that they cannot be laterally pulled apart in any horizontal direction.The blocks lift vertically to disengage them from the adjoining blocks.The blocks are held together as a result of the geometric shape of the blocks,without using other accessories,and include a geotextile underlayment for subsoil retention. 3. MATERIALS Interlocking Articulating Concrete Blocks. Provide individual grid blocks consisting of a homogeneous mass of consolidated concrete. Ensure they are machine-made by a vibration and compression process and are composed of approved aggregates with a no-slump concrete mix.Use mix water that is clean,fresh,and free from oil,acids,soluble salts, and organic impurities. Manufacture in accordance with ASTM D 6684. Use cement conforming to ASTM C 150. Use aggregates conforming to ASTM C 33. When potentially reactive aggregates are used,replace 25%to 35%of the cement with a Class F fly ash meeting the requirements of the Departmental Material Specification DMS-8900,"Fly Ash"or replace 50%of the cement with Grade 100 or Grade 120 Ground Grandular Blast Furnace(GGBF)slag meeting the requirements of ASTM C 989. Use Type II cement in sulfate or salt-water environments. Provide the manufacturer's Hydraulic Stability Test Report that complies with the test procedures under the Federal Highway Guideline Report FHWA-RD-88-181 or FHWA-RD-89-199 to determine the system's critical shear stress value. Install the anchoring devices such as helix anchors,duckbill anchors,shear pins,cables, etc., used in the hydraulic stability test procedure in the field,in the same manner in which they were used during the hydraulic stability testing. Extrapolation of test data derived from testing smaller blocks or other methods is not allowed. Provide IACB's that meet or exceed the type stated on the plans. Provide IACB meeting the physical requirements in Table 1. Table 1 Minimum Block Physical Requirements Compressive Strength Amin) 4000 lbs._/sq.in.@ 28 days ASTM C140 WaterAbsorption(maj 7% ASTM C140 Specific Weight(mii 130 lbs./cu.ft. ASTM C140 Minimum Critical Shear Stress 4 lbs./sq_ft.or as shown on the plans Percentage Open Area 1 As shown on the plans Prior to installation of the blocks,submit the following product information for review and approval of equivalent blocks: ■ Block Dimensions(L,W,H), 1 -4 02-15 OTU 4014 ■ Block weight and submerged weight, ■ Block moment arms(for use in calculation of block stability factor of safety by FHWA NHI 01-003, HEC 23,"Bridge Scour and Stream Instability Countermeasures,"Latest Edition),and ■ Block critical shear stress,Tic 3.1. Revetment Cable. Supply IACB with cables pre-manufactured as an assembly of concrete blocks when connected into mattresses by the use of revetment cables.Extend the revetment cable through 2 or more tunnels in each block in a manner that provides for binding of the mattresses in both the longitudinal and lateral directions.Use a cable conforming to ASTM D 4268-93. Fabricate the IACB mats at the manufacturer's plant or another approved location,into mattresses with a width of up to 8 ft.and a length of up to 20 ft. Construct polyester revetment cable of high tenacity,low elongating continuous filament polyester fibers. Provide cable consisting of a core construction comprised of parallel fibers contained within an outer jacket or cover. Ensure the weight of the parallel core is within 65%to 70%of the total weight of the cable. Provide revetment cable with the following minimum characteristics:nominal 30 mm diameter cable, 10,000 lb. approximate average strength,6.6 Ib./100 ft.and the elongation requirements shown in Table 2. Table 2 Elon ation Requirement Elongation Requirement based upon stabilized new,d cable) /o Breaking Strength Water Absorption ma 10% 20% 30% Permanent Elongation while working) 0.7 1 1.8 2.6 Elastic Elongation 0.6 1.4 2.2 Total Stretch 1.3 3.2 4.8 Use revetment cable exhibiting good to excellent resistance to most concentrated acids,alkalis,and solvents.Also, use cable impervious to rot,mildew,and degradation associated with marine organisms. Ensure the materials used in the construction of the cable are not affected by continuous immersion in fresh or salt water. Select cables and fittings made in a manner that ensures a safe design factor for mattresses being lifted from both ends,thereby forming a catenary. Consider the bending of the cables around hooks or pins during lifting.Select revetment cable splicing fittings so that the resultant splice provides a minimum of 75%of the minimum rated cable strength. Provide fittings such as sleeves,stops,and washers in accordance with the manufacturer's recommendations unless otherwise shown. 3.2. Filter Fabric Underlayment.Use Type 2 filter fabric as defined by DMS-6200,"Filter Fabric,"or of the type and properties as specified on the plans or approved equivalent. The filter fabric should be inert to chemicals commonly encountered in natural water and soil conditions. When woven filter fabric is used,the side edges of the filter fabric panels should be salvaged or otherwise finished as to prevent filaments from pulling away from the edges. During periods of shipment and storage,protect the filter fabric from direct sunlight,ultraviolet rays,and temperatures greater than 140°F.Keep the filter fabric in its protective covering.If the filter fabric protective covering is damaged or removed,immediately cover the filter fabric with an opaque tarp or move the filter fabric to an indoor storage facility. Filter fabric will be rejected at the time of installation,as determined by the Engineer,if removed from its protective cover for over 72 hr.,or has defects,tears,punctures or shows deterioration or damage incurred during manufacture,transportation or storage. 2-4 02-15 OTU 4014 4. CONSTRUCTION 4.1. Earthwork.Construct the areas where placing the filter fabric and IACB's to the lines and grades as shown on the plans.Where such areas are below the allowable grade, place and compact these areas to grade in layers not exceeding 8 in.of the selected material. Use the depth of layers and amount of compaction necessary to obtain a density equal to the adjoining undisturbed soil. Remove obstructions,such as but not limited to, roots,lumps,and projecting stones larger than one inch. Remove soft or low-density pockets of material and fill the resulting void with select,compacted material. Use a compaction of 90%or greater of the optimum value as determined by Test Method Tex-114-E. Construct the finished sub-grade to exhibit a raked,rolled,or otherwise smooth planer profile within 0 in.to 0.5 in.tolerance within a 10 ft.straightedge from established sub-grade elevation shown on the plans or as approved by the Engineer. Immediately prior to placing the filter fabric and the IACB, Engineer will inspect the prepared area.Do not place filter fabric or blocks until the Engineer approves that area. Prior to placing blocks, perform any necessary repairs to the finished grade at no expense to the Department. 4.2. Placing Filter Fabric. Place the filter fabric directly on the prepared area.Overlap the longitudinal and transverse joints a minimum of 2 ft. Insert the securing staples,as needed,through both strips of overlapped fabric along one line through the midpoint of the overlap to temporarily hold the filter fabric panels in place until the IACB can be placed. Place only 200 sq.ft.or less of filter fabric before covering with the IACB. If the filter fabric is installed and not covered with the IACB for more than 2 days,lift the blocks and inspect the surface of the slope for slope defects. Lift uncovered filter fabric after a heavy rainfall and inspect the area for slope damage. Place the filter fabric directly on the prepared area. Place the fabric smoothly on the subgrade minimizing tension,stress,folds,and wrinkles. After placing,do not unnecessarily walk on or disturb the filter fabric unless required to preserve contact with the subgrade. Do not allow equipment on unprotected filter fabric. Protect the fabric from binding,clogging, tears,and other damage while installing. Place the filter fabric strips from downstream to upstream. Overlap successive filter fabric sheets such that the upstream sheet is placed over the downstream sheet or the upslope sheet is placed over the downslope sheet. Overlap adjoining fabric sections a minimum of 2 ft. Replace or repair,at no additional cost,fabric damaged while placing the blocks,as directed. Repair all torn, punctured,or otherwise damaged areas by placing a fabric patch of the same material over the area and extending it a minimum of 3 ft.beyond the perimeter of the tear or damage. Orient the patch material so that its fibers are aligned with the damaged filter fabric fibers. 4.3. Placing Interlocking Articulating Concrete Blocks(IACB). Place the IACB individually on the filter fabric to produce a continually interlocking surface free from field seams and on non-interlocked connections except as approved by the Engineer,or as shown on the plans.Construct the IACB to the specified lines and grades shown on the plans.The Engineer will make final acceptance and approval of the installation. If shown on the plans,backfill the voids of the IACB with seeded and fertilized topsoil. Prior to placing the topsoil,inspect the concrete blocks for damage. Replace and grout individual concrete blocks which are cracked and which are reduced in individual block weight by 1/3,prior to placing the topsoil. Excavate and prepare foundations for the IACB anchor trenches,toe trenches and aprons,top trenches, upstream termination trenches,and downstream termination trenches as shown on the plans. 4.4. Placing Interlocking Articulating Concrete Blocks(IACB)with Cables.Place the IACB with cables on the filter fabric in prefabricated mattresses or by individual concrete blocks. 3-4 02-15 OTU 4014 Place individual concrete blocks subject to the spacing and level parameters as specified in prefabricated mattresses. Thread revetment cables into the blocks as the placement proceeds and fasten them with approved sleeves,fittings,or fasteners per the manufacturer's recommendations. Place prefabricated mattresses with mats attached to a spreader bar or other approved device to aid in lifting and placing the mats in their proper position by the use of a crane or other approved equipment. The equipment used should have adequate capacity to place the mats without bumping,dragging,or otherwise damaging the bedding layer. Place the mats side by side or end to end,so that the mats totally positive interlock with each other.The maximum allowable space or gap between mattresses is 2 in.,except that local wider gaps may be accepted if approved by the Engineer. No overlapping of mats will be accepted and no blocks may project more than 1 in.beyond the adjacent blocks. Place the mats in accordance with the manufacturer's recommendations and the plan details.As adjacent mats are placed,secure them to each other by connecting the protruding cables together with sleeves. Do not allow ties to protrude beyond the mat surface.Fasten with approved sleeves. Construct IACB with cables to the specified lines and grades shown on the plans.The Engineer will make final acceptance and approval of the installation. If shown on the plans,backfill the voids of the IACB with cables using seeded and fertilized topsoil. No more than 500 sq.ft.of IACB with cables should be exposed unturfed.Prior to placing topsoil,inspect the concrete blocks for damage. Replace and grout individual concrete blocks,which are cracked and which are reduced in individual block weight by 113, prior to placing the topsoil. Excavate and prepare foundations for the IACB with cables anchor trenches,toe trenches,and aprons, top trenches,upstream termination trenches,and downstream termination trenches as shown on the plans. 5. MEASUREMENT 5.1. Interlocking Articulating Concrete Blocks(IACB). Measurement will be measured by the square foot, complete in place. 5.2. Interlocking Articulating Concrete Blocks(IACB)with Cables. Measurement will be measured by the square foot,complete in place. 6. PAYMENT The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement"will be paid for at the unit price bid for"Interlocking Articulating Concrete Blocks"or "Interlocking Articulating Concrete Blocks with Cables,"of the size specified. This price is full compensation for furnishing the materials,tools,equipment, labor,and incidentals necessary to complete the work. If required,furnishing and placing the topsoil,fertilizer,and seeding will be measured and paid for by the pertinent bid items. 4-4 02-15 OTU APPENDIX GC-4.02 Subsurface and Physical Conditions GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS I City Project No.100274-2 Revised July 1,2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS II City Project No.100274-2 Revised July 1,2011 GEOTECHNICAL ENGINEERING STUDY MARINE CREEK M-365 PARALLEL INTERCEPTOR AMENDMENT NO. 1 FORT WORTH, TEXAS Presented To: Halff Associates, Inc. April 2018 PROJECT NO. 117-17-230 Pebble rive -�O cm ENGINEERING, INC. Fort 7636,Texas 761 8 mvw.can jcngr,coin April 13, 2018 Report No. 117-17-230 Halff Associates, Inc. 4000 Fossil Creek Boulevard Fort Worth, Texas 76137-2720 Attn: Ms. Leah Hodge, P.E., CFM GEOTECHNICAL ENGINEERING STUDY MARINE CREEK M-365 PARALLEL INTERCEPTOR AMENDMENT NO. 1 FORT WORTH, TEXAS Dear Ms. Hodge. Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with CMJ Proposal 17-6638 dated October 12, 2017. The geotechnical services were authorized via Standard Subcontract for Subsurface/Underground Services with Halff Associates, Project Number 32654 and executed by Mr. Dennis W. Haar, P.E., Project Manager of Halff Associates, Inc. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to Halff Associates, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, 7je OF CMJ ENGINEERING,INC. 5�P•'' •:r-9S Tms FIRM R&clsT r[o"No.F-9177 *•; */� Tiasj.........................:. JAMES P.SAPPINGTON,IV j .............................04 97402 .....��Sappington, IV, P.E. I Texas No. 97402 copies submitted: (2) Ms. Leah Hodge, P.E., CFM; Halff Associates, Inc. Phone(817)284-9400 Fax(817)589-9993 Metro(817)589-9992 TABLE OF CONTENTS Paqe 1.0 INTRODUCTION--------------------------------------------------------------------------------------------------------1 1.1 General -------------------------------------------------------------------------------------------------------------1 1.2 Purpose and Scope----------------------------------------------------------------------------------------------1 1.3 Report Format-----------------------------------------------------------------------------------------------------2 2.0 FIELD EXPLORATION AND LABORATORY TESTING------------------------------------------------------2 2.1 Field Exploration--------------------------------------------------------------------------------------------------2 2.2 Laboratory Testing-----------------------------------------------------------------------------------------------3 3.0 SUBSURFACE CONDITIONS---------------------------------------------------------------------------------------4 3.1 Site Geology-------------------------------------------------------------------------------------------------------4 3.2 Soil Conditions----------------------------------------------------------------------------------------------------4 3.3 Ground-water Observations-----------------------------------------------------------------------------------5 4.0 FOUNDATION RECOMMENDATIONS---------------------------------------------------------------------------6 4.1 General Foundation Considerations-------------------------------------------------------------------------6 4.2 Mat Foundation-Junction Boxes----------------------------------------------------------------------------6 5.0 BELOW GRADE WALL RECOMMENDATIONS----------------------------------------------------------------8 5.1 Lateral Earth Pressure------------------------------------------------------------------------------------------8 5.2 Wall Backfill Material Requirements-------------------------------------------------------------------------9 5.3 Below-Grade Drainage Requirements--------------------------------------------------------------------10 6.0 UTILITY INSTALLATION--------------------------------------------------------------------------------------------11 6.1 Expected Subsurface Conditions---------------------------------------------------------------------------11 6.2 Open Cut---------------------------------------------------------------------------------------------------------11 6.3 Trench Dewatering---------------------------------------------------------------------------------------------12 6.4 Pipe Installation Bedding-------------------------------------------------------------------------------------12 6.5 Trench Backfill --------------------------------------------------------------------------------------------------12 6.6 Trench Backfill Settlement-----------------------------------------------------------------------------------13 6.7 Provisions to Reduce Backfill Settlement ----------------------------------------------------------------13 7.0 EARTHWORK---------------------------------------------------------------------------------------------------------14 7.1 Site Preparation & Field Testing----------------------------------------------------------------------------14 7.2 Excavation -------------------------------------------------------------------------------------------------------15 7.3 Soil Corrosion Potential---------------------------------------------------------------------------------------15 7.4 Erosion and Sediment Control------------------------------------------------------------------------------15 8.0 CONSTRUCTION OBSERVATIONS ----------------------------------------------------------------------------16 9.0 REPORT CLOSURE-------------------------------------------------------------------------------------------------16 APPENDIX A Plate Planof Borings ---------------------------------------------------------------------------------------------------------------A.1 Unified Soil Classification System----------------------------------------------------------------------------------------A.2 Key to Classification and Symbols---------------------------------------------------------------------------------------A.3 Logsof Borings-------------------------------------------------------------------------------------------------------A.4-A.6 FreeSwell Test Results----------------------------------------------------------------------------------------------------A.7 1.0 INTRODUCTION 1.1 General This report presents the results of a geotechnical engineering study for a parallel sanitary sewer line in Fort Worth, Texas. CMJ previously prepared Report 117-17-218 dated August 30, 2017 for the M-365 Parallel Interceptor Project from near the southern dead-end of Ten Mile Bridge Road, traversing northwestward along the existing line for an approximate total project length of 5,200 feet. Amendment No. 1 to the project, as addressed in this report, extends the project southward along the western shore of Marine Creek Lake for an additional 2,390 linear feet of 36-inch diameter pipe. This amendment includes an inverted siphon across a tributary of the lake. Two cast-in-place concrete junction boxes are also planned. The majority of the line will be installed by open cut with minimum cover ranging from 3 to 15 feet. Plate A.1, Plan of Borings, depicts the locations of the exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, provide comments on general excavation, develop recommendations for the type or types of foundations suitable for the project, and provide earthwork recommendations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the structures could change. The recommendations contained in this report are based on data supplied by Halff Associates, Inc. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. Report No.117-17-230 CMJ ENGINEERING,INC. 1 1.3 Report Format The text of the report is contained in Sections 1 through 9. All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by three (3) vertical soil borings (Borings B-7 through B-9) drilled to depths of 25 to 30 feet along the proposed alignment. Borings B-1 through B-6 are documented in the previously referenced geotechnical report. The borings were drilled using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.6 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Report No. 117-17-230 CMJ ENGINEERING,INC. 2 To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock-like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. Ground-water observations during and after completion of the borings are shown on the upper right of the boring log. Upon completion of the borings, the bore holes were backfilled with soil cuttings and plugged at the surface by hand tamping. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits and plastic limits), moisture content, unconfined compressive strength, and unit weight tests were performed. Results of the laboratory classification tests, moisture content, unconfined compressive strength, and unit weight tests conducted for this project are included on the boring logs. Free swell testing was performed on selected samples of the cohesive soils. The swell tests were used in determining the expansive soil response of the clay soils. The results of the swell tests are provided on Plate A.7. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. Report No.117-17-230 CMJ ENGINEERING,INC. 3 3.0 SUBSURFACE CONDITIONS 3.1 Site Geology The Dallas Sheet of the Geologic Atlas of Texas indicates the site is located within an undivided mapping area of the Duck Creek and Fort Worth Limestone Formations of Cretaceous Age. In full section, the Fort Worth Formation is approximately 30 feet thick and dips to the southeast at approximately 2 degrees. Regularly alternating layers of limestone and clay or shale compose the Fort Worth Formation. The formation typically weathers to form shallow deposits of active clay at the surface. These clays often contain significant quantities of limestone fragments. The Duck Creek Formation consists of limestone with some shaly portions. This formation typically weathers to form relatively deep active clay soils. 3.2 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings is discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Fills and possible fills are present at the surface in the borings, extending to depths of 2 to 10 feet. The various fills and possible fills consist of dark brown, brown, light brown, olive-brown, and light gray sandy clays, silty sandy clays, and clays containing limestone fragments or gravel and calcareous nodules or seams. Tan limestone, a possible boulder within the fills, is present from 5 to 7 feet in Boring B-9. Natural soils encountered in the borings consist of light brown, olive-brown, gray, dark gray, and light gray shaly clays and clays of high plasticity. Calcareous nodules or seams and occasional deposits are typically present within the natural clays. Limestone and/or shale seams are noted below a depth of 13 feet in Borings B-7 and B-8. The soils encountered in the borings had tested Liquid Limits (LL) of 32 to 73 with Plasticity Indices (PI) of 18 to 49 and classify as CL and CH by the USCS. The various clayey soils were generally stiff to hard (soil basis) in consistency with pocket penetrometer readings of 2.5 to over 4.5 tsf. Report No.117-17-230 CMJ ENGINEERING,INC. 4 Tested unit weight values ranged from 106 to 119 pcf and tested unconfined compressive strength values were 6,490 to 11,440 psf. Gray shale is next encountered in Borings B-7 and B-9 at a depth of 24 feet. The gray shale contains 4- to 6-inch limestone seams in Boring B-9 and is considered moderately hard to hard (rock basis), with Texas Cone Penetrometer (THD) test values of 1% to 2'/2 inches of penetration for 100 hammer blows. Gray limestone is present in Boring B-8 below 20 feet. The gray limestone contains shale seams and occasional layers below 25 feet and is hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of%to 1% inches of penetration for 100 hammer blows. Borings B-7 through B-9 were terminated within either the gray limestone or shale at depths of 25 to 30 feet. 3.3 Ground-water Observations The borings were advanced using continuous flight augers to check the relative elevation of water in the boreholes during and at completion of drilling operations. The following water level readings were obtained: TABLE 3.3-1 Ground-Water Observations Boring Seepage During Water at No. Drilling (ft.) Completion (ft.) B-7 Dry Dry B-8 Dry Dry B-9 14 Dry Fluctuations of the ground-water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. Ground-water can flow through more permeable zones or occur atop or within the limestones and should be considered when developing the design and construction plans for the project. Water traveling through the soil (subsurface water) is often unpredictable. This could be due to seasonal changes in ground-water and due to the unpredictable nature of ground-water paths. Therefore, it is necessary during construction for the contractor to be observant for ground-water seepage in excavations in order to assess the situation and take appropriate action. Report No.117-17-230 CMJ ENGINEERING,INC. 5 Due to the variable subsurface conditions, long-term observations would be necessary to more accurately evaluate the ground-water level. Such observations would require installation of piezometers or observation wells which are sealed to prevent the influence of surface water. 4.0 FOUNDATION RECOMMENDATIONS 4.1 General Foundation Considerations Two independent design criteria must be satisfied in the selection of the type or types of foundations suitable for the project. First, the ultimate bearing capacity, reduced by a sufficient factor of safety, must not be exceeded by the bearing pressure transferred to the foundation soils. Second, due to consolidation or expansion of the underlying soils during the operating life of the structures, total and differential vertical movements must be within tolerable limits. 4.2 Mat Foundation —Junction Boxes 4.2.1 Foundation Design Criteria A reinforced concrete mat/slab foundation may be used to support structural loads for the below- grade box structures. The junction box structures are planned at approximate depths of 12 to 15 feet below existing grade. Mat/slab foundations placed at or in excess of 12 feet below existing grade within the natural very stiff to hard (soil basis) clays or shaly clays may be designed for an allowable bearing capacity of 4.0 ksf. The mat design should incorporate the potential for hydrostatic uplift effects of a shallow water table. For purposes of hydrostatic uplift design we recommend a ground-water level at the surface. Excavation during construction may need to incorporate dewatering to keep the excavation free of excess water. In addition, the water table should be lowered to a depth of 2 feet below the proposed excavation throughout construction. Depending on the time of year and the general weather conditions, the excavation and placement of the mat/slab foundation may be in a saturated soil condition. If the construction occurs in a wet condition, issues of dewatering of excavations, strength/stability of side slopes, and disturbance of bearing materials become important. Due to the great variability of moisture condition, the presence of excess moisture in soils cannot be predicted. Report No.117-17-230 CMJ ENGINEERING,INC. 6 Mat foundations proportioned for this value should experience a total settlement of 1 inch or less, and a differential settlement of 3/ inch or less, after construction, and incorporate a safety factor of 3. 4.2.2 Spread/Mat Foundation Construction Spread foundation construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: • Identification of bearing material • Adequate penetration of the foundation excavation into the bearing layer • The base and sides of the excavation are clean of loose cuttings • If seepage is encountered, whether it is of sufficient amount to require the use of excavation dewatering methods Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the excavating, cleaning, reinforcing steel placement and observation. Excavation for a spread foundation should be filled with concrete before the end of the workday, or sooner if required, to prevent deterioration of the bearing material. Prolonged exposure or inundation of the bearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface. If more than 24 hours of exposure of the bearing surface is anticipated in the excavation, a mud slab should be used to protect the bearing surfaces. If a mud slab is used, the foundation excavations should initially be over-excavated by approximately 4 inches and a lean concrete mud slab of approximately 4 inches in thickness should be placed in the bottom of the excavations immediately following exposure of the bearing surface by excavation. The mud slab will protect the bearing surface, maintain more uniform moisture in the subgrade, facilitate dewatering of excavations if required, and provide a working surface for placement of formwork and reinforcing steel. The concrete should be placed in a manner that will prevent the concrete from striking the reinforcing steel or the sides of the excavation in a manner that would cause segregation of the concrete. Report No.117-17-230 CMJ ENGINEERING,INC. 7 5.0 BELOW GRADE WALL RECOMMENDATIONS 5.1 Lateral Earth Pressure 5.1.1 General The below-grade walls must be designed for lateral pressures including, but not necessarily limited to, earth, water, surcharge, swelling, and vibration. In addition, the lateral pressures will be influenced by whether the backfill is drained or undrained, and above or below the ground-water table. 5.1.2 Equivalent Fluid Pressures Lateral earth pressures on retaining walls will depend on a variety of factors, including the type of soils behind the wall, the condition of the soils, and the drainage conditions behind the wall. Recommended lateral earth pressures expressed as equivalent fluid pressures, per foot of wall height, are presented in Table 5.1.2-1 for a wall with a level backfill behind the top of the wall. The equivalent fluid pressure for an undrained condition should be used if a drainage system is not present to remove water trapped in the backfill and behind the wall. Pressures are provided for at- rest and active earth pressure conditions. In order to allow for an active condition the top of the wall(s) must deflect on the order of 0.4 percent. Rigid walls are not anticipated to develop enough movement to mobilize active earth pressures. TABLE 5.1.2-1 — Equivalent Fluid Pressures At-Rest Equivalent Active Equivalent Backfill Material Fluid Pressure (pcf) Fluid Pressure (pcf) Drained Undrained Drained Undrained Excavated on-site clay or clay fill 100 110 85 100 material Select fill, flowable fill, flexible base, or on-site soils meeting 65 90 50 85 materialspecifications Free draining granular backfill 50 90 35 80 material or crushed stone For the select fill or free draining granular backfill, these values assume that a "full" wedge of the material is present behind the wall. The wedge is defined where the wall backfill limits extend outward at least 2 feet from the base of the wall and then upward on a 1 H:2V slope. For narrower Report No.117-17-230 CMJ ENGINEERING,INC. 8 backfill widths of granular or select fill soils, the equivalent fluid pressures for the on-site soils should be used. With regard to flowable fill (CLSM) backfill, upon initial placement, flowable fill is most comparable to a select fill in terms of at-rest earth pressures only. Thus the equivalent fluid pressures provided in Table 5.1.2-1 for select fill backfill for the at-rest condition should be utilized. After the flowable fill has set and hardened, lateral earth pressures are greatly reduced, to on the order of (or less than) the parameters given for free draining granular backfill for either active or at-rest conditions. 5.1.3 Additional Lateral Pressures The location and magnitude of permanent surcharge loads (if present) should be determined, and the additional pressure generated by these loads such as the weight of construction equipment and vehicular loads that are used at the time the structures are being built must also be considered in the design. The effect of this or any other surcharge loading may be accounted for by adding an additional uniform load to the full depth of the side walls equivalent to one-half of the expected vertical surcharge intensity for select backfill materials, or equal to the full vertical surcharge intensity for clay backfill. The equivalent fluid pressures, given here, do not include a safety factor. Analysis of surcharge loads (if any) should be performed on a case-by-case basis. This is not included in the scope of this study. These services can be provided as additional services upon request. 5.2 Wall Backfill Material Requirements Free Draining Granular Backfill: All free draining granular wall backfill material should be a crushed stone, sand/gravel mixture, or sand/crushed stone mixture. The material should have less than 3 percent passing the No. 200 sieve and less than 30 percent passing the No. 40 sieve. The minus No. 40 sieve material should be non-plastic. Granular wall backfill should not be water jetted during installation. Select Fill: All wall select backfill should consist of clayey sand and/or sandy clay material with a plasticity index of 16 or less, with a liquid limit not exceeding 35. The select fill should be placed in maximum 8-inch lifts and compacted to between 95 and 100 percent of Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3 percentage points of the optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment and should be compacted between 90 and 95 percent of the Standard Proctor Density. Report No.117-17-230 CMJ ENGINEERING,INC. 9 Flowable Backfill: Item 401, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. On-Site Soil Backfill: For wall backfill areas with site-excavated materials or similar imported materials, all oversized fragments larger than four inches in maximum dimension should be removed from the backfill materials prior to placement. The backfill should be free of all organic and deleterious materials, and should be placed in maximum 8-inch compacted lifts at a minimum of 95 percent of Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3 percentage points of optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment, and should be between 90 and 95 percent of the Standard Proctor Density. Crushed Stone Backfill: Meeting quality and gradation requirements of ASTM D 448: No. 467, 57, 67, or similar gradation. Flexible Base Backfill: Crushed Stone Flexible Base — Item 247, Type A, Grades 1 or 2, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2004 Edition. 5.3 Below-Grade Drainage Requirements In order to achieve the "drained" condition for lateral earth pressure for low-permeability walls and below-grade structures, (concrete, masonry, etc.), a vertical drainage blanket or geocomposite drainage member must be installed adjacent to the wall/structure on the backfill side. The drainage must be connected to an outlet drain at the base of the wall, or to a sump/pump system. Drains should be properly filtered to minimize the potential for erosion through these drains, and/or the plugging of drain lines. Design or specific recommendations for drainage members is beyond the scope for this study. These services can be provided as an additional service upon request. 5.3.1 Buoyancy Effects Buoyant effects must be considered. Unless a permanent drainage system is provided, the below- grade structures should be designed to withstand full hydrostatic pressure below the ground-water table. We recommend a water table at the surface be assumed for these calculations. For buoyancy calculations, the unit weight of submerged soils can be assumed as 65 pcf. Report No.117-17-230 CMJ ENGINEERING,INC. 10 6.0 UTILITY INSTALLATION 6.1 Expected Subsurface Conditions The proposed sewer line will be constructed through the Fort Worth and Duck Creek geological formation soils and rocks. The depositional composition of this geological formation is varied from silty clays, shaly clays and clays to shales and limestones. Conventional earth moving equipment is expected to be suitable for excavating the near-surface clayey soils. Heavy duty excavation equipment will be necessary within soils containing limestone seams/layers and within the limestones and shales, depending on rock hardness. Where near-surface clays contain significant limestone fragments, seams, or boulders in selected locations, some caving may occur due to the lower plasticity nature of these materials. 6.2 Open Cut The trench excavations should be performed in accordance with OSHA Safety and Health Standards (29 CFR 1926/1919), Subpart P. For excavations less than 5 feet deep through the various clays, it is expected that near vertical excavation walls will be possible. In the case that excavations occur through soft clays, granular soils, non-compacted fill, or submerged soils, it will be necessary to either slope the excavation sidewalls or provide temporary bracing to control excavation wall instability. In addition, for excavations deeper than 5 feet, the excavation sidewalls must be sloped or temporary bracing must be provided, regardless of the soil conditions encountered. If open trench cuts are performed within 1.25 times the trench depth of any surface structure, trench shoring (not trench boxes) should be used within open trench cuts performed within this distance. Hydraulic shoring struts should be used and installed during excavation as needed to provide full lateral support to vertical trench sidewalls, and thereby help reduce lateral ground movements near existing structures. A pre-construction condition survey should be performed prior to beginning excavation near any structure that could be affected by the trench excavation to verify existing conditions (existing distress) prior to construction. Construction monitoring should be performed to verify that existing structures are not impacted or damaged by construction operations. Report No.117-17-230 CMJ ENGINEERING,INC. 11 6.3 Trench Dewatering Ground-water seepage was encountered in Boring B-9. Ground-water conditions can vary with seasonal fluctuations in rainfall. Controlling the ground water is essential to construction of the sewer line. Failure to control any encountered ground water could result in trench wall collapse, trench bottom heave, an unstable trench bottom and detrimental pipeline settlement, and pipe deflections after backfilling. Ground-water levels should be maintained at least two feet below the base of the excavation for the full term of construction. Protection of the open excavations should be provided during periods of moderate to heavy rainfall, as surface water will most likely channel and collect in the excavations. The water level should be lowered prior to excavating and should be maintained at this lowered level until the pipe trench is backfilled. It is likely that seepage may be controlled by means of collection ditches, sumps, and pumping. However, in the event that water infiltration rates are high, it may be necessary to install a more elaborate dewatering system. The design of any dewatering system required is the contractor's responsibility. 6.4 Pipe Installation Bedding To assure adequate base support for the pipe, it is recommended that bedding/embedment material be placed around the pipe, 6 inches below the pipe, and 12 inches above the pipe. If concern exists of native backfill above the embedment migrating into the more coarse embedment (and causing backfill settlement), a filter cloth is recommended at the embedment/native soil interface. The filter cloth should cover the entire interface and up through the sidewall a minimum of 1 foot. Bedding material may consist of gravel/stone from 1" to No. 10 sieve size. Gravel should be consolidated upon placement by rodding or pneumatic vibration methods. Such methods should not cause harm or distress to the pipe. The filter cloth should be TenCate Geosynthetics Marifi 140N or equivalent. 6.5 Trench Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On-site earth fill material is recommended for trench backfill. Excavated rock and gravel materials may be utilized provided 50 Report No.117-17-230 CMJ ENGINEERING,INC. 12 percent of the material passes the no. 4 sieve and no rock fragments are larger than 4 inches in any dimension. Significant processing of excavated rock may be required in order to utilize as backfill. Care should be taken not to use loose granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The density and moisture content should be as recommended for fill in Section 5.1 of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. 6.6 Trench Backfill Settlement Settlement of the backfill soils should be anticipated. It is anticipated that properly compacted on- site clay fill soils will settle between about 1 and 2 percent of the fill thickness. For example, 10 feet of fill would be expected to settle on the order of 1.2 to 2.4 inches. The trench backfill could be over-built in order to reduce the potential for a surface depression along the trench centerline. We recommend the backfill be crowned. The centerline of the excavation should be over-built by one foot and sloped down to match grade at the edge of the excavation. 6.7 Provisions to Reduce Backfill Settlement Field testing will be a critical element in controlling the compaction of the backfill to limit settlement. All trench backfilling in these critical areas shall include full-time observation of soil compaction by an experienced geotechnician under the supervision of the geotechnical engineer. The contractor should provide protection for the testing/inspection personnel while working in the trenches, and shall move the protective shield/shoring such that areas to be tested are readily accessible. The compacted moisture/density of all backfill soils should be tested at a rate of one test per 100 linear feet of trench, for each lift of fill placed, during compaction. Digging through existing lifts of backfill to access and test underlying lifts should not be allowed. In addition, to limit settlement, where crushed stone materials are used as pipe bedding materials, they should be wrapped with a suitable geotextile to limit the intrusion of fines into the crushed stone material. Report No.117-17-230 CMJ ENGINEERING,INC. 13 7.0 EARTHWORK 7.1 Site Preparation & Field Testing The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. Fill material should be compacted to at least 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 698. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed, As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction Report No. 117-17-230 CMf ENGINEERING,INC. 14 with the project geotechnical engineer. Field testing is a critical element in controlling the compaction of fill to limit settlement. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 7.2 Excavation The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 7.3 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. 7.4 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with Report No.117-17-230 CMJ ENGINEERING,INC. 15 permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 8.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 9.0 REPORT CLOSURE The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual-manual procedures were used to generally classify each stratum. Therefore, it should be understood that Report No.117-17-230 CMJ ENGINEERING,INC. 16 the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground-water conditions, this report presents data on ground-water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground-water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to Report No.117-17-230 CMJ ENGINEERING,INC. 17 determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Halff Associates, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No.117-17-230 CMJ ENGINEERING,INC. 18 w w O w o s UI O H ]c U cc Y P. s Y W a W u r. C U t + W a Z_ rir rf � 4L J� �t � {• n , h m r JF"tPr } i x 1 r m - may' �. y ��cl .{• �' c F } Major Divisions Sym. Typical Names Laboratory Classification Criteria Well-graded gravels,gravel- m D60 (D30)2 m m c GW sand mixtures, little or no ----- greater than 4: Ce=-------------- between 1 and 3 v_1 0 fines 0 Dco Dco x D60 o r Cn w O ,N Poorly graded gravels,gravel E N v �P GP sand mixtures,little or no q' cn Cn Not meeting all gradation requirements for GW Cn m ,> v fines �' o v a>i c>ao Nr w CU 0 UU " ` - ` Liquid and Plastic limits o o z c o' Silty gravels, gravel-sand-silt N C0 �? q „ . Liquid and plastic limits N w E GM ai'F 6 below A line or P.I. d r s Y w^ mixtures Z greater than 4 Plotting in hatched zone Z -- 3 �', T ? a between 4 and 7 are N w N .M N o N borderline cases Liquid and Plastic limits o w �' > �' Clayey gravels, gravel-sand- .N N „ . requiring use of dual Cn o M a GC C o a) above A line with P.I. 2 6 a clay mixtures � Z � symbols C t greater than 7 c ca rn m a) � w E : O " ; o a� a� •° a) '(Z' Well-graded sands, gravelly ro D60 (D30)Z D c SW > C�----- greater than 6: Ce=-------------- between 1 and 3 m E w sands, little or no fines U) Dco Duo x D60 O CnN O c U E Cn cn c mo L C C O C U 0 N a`0i Poorly graded sands; m w mU SP gravelly sands, little or no C a c°', Not meeting all gradation requirements for SW -C �, a s fines w m a } ca C y .y O O O-N C O 0 N a) N U O w (U O 0 d � c rn(a m m a Liquid and Plastic limits o Z c o SM Silty sands, sand-silt mixtures c ` �; w N below"A"line or P.I. less Liquid and plastic limits E c ,� E a) - 3 w m 4 s Y N P a o d) 0 0 than 4 plotting between 4 and 7 3 _� a o � '' LO are borderline cases w � _' o Liquid and Plastic limits requiring use of dual o cn a SC Clayey sands, sand clay C °1 above"A"line with P.I. symbols Q mixtures cA u, M greater than 7 0 0 Inorganic silts and very fine sands, rock flour, silty or LO ML clayey fine sands, or clayey w ca silts with slight plasticity ca Y so U N Inorganic clays of low to C T medium plasticity, gravelly o w .tl CL clays, sandy clays, silty clays, 50 N = = and lean clays o U) CH Z Q• r v OL Organic silts and organic silty 40 w clays of low plasticity x o m c �;30 N Inorganic silts, micaceous or CnLOMH diatomaceous fine sandy or En ii OH a d MH 0) ca c silty soils, elastic silts N 20 .pP i.E E m E v CL 0 °' ]CH Inorganic clays of high r N plasticity, fat clays I = E 7 - 4 ML a d OL o Organic clays of medium to °o 10 20 30 ao 50 so 70 ao so goo v OH high plasticity,organic silts Liquid Limit U s m 4 Peat and other highly organic Plasticity Chart o (on soilssoils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE 0 0 • :• SAND ••� SANDY — SHALE SILT SILTY SANDSTONE CLAYEY HIGHLY CONGLOMERATE Shelby Auger Split Rock Cone No PLASTIC CLAY Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50%Passing No.200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50%Retained on No.200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. Boring No. Project CMJ ENGINEERING INC. i 9 i Marine Creek M-365 Parallel Interceptor 117-17-230J B-7 Amendment 1 -Fort Worth,Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 25.0' Date 3-14-18 Surface Elevation Type B-47,w/CFA p, O LL .0 a) O a N C LL p, E E O G 0 o LL N N Q Stratum Description o o LL v z= in2u: •m ai o _ x m pU 0 0 m > 7- N�= NN C uj UE 7 w d vv? m,q o f n E ro-0 00 c o c 0 0 o: Ir maF- am JJ aiD a 2U �� �0a. CLAY,dark brown, light brown,and olive brown,w/ 18 limestone fragments,calcareous nodules,and 2.5 12 occasional sand,stiff (FILL) 3.25 15 CLAY/SHALY CLAY, light brown and light gray,w/ 2 75 21 occasional calcareous nodules and seams,stiff to 5 very stiff 3.0 53 18 35 18 SHALY CLAY,olive-brown and light gray,wi 3.25 19 calcareous seams,very stiff 4.0 21 109 8860 10 -w/gray shale seams below 13' 4.5 17 112 7850 15 SHALY CLAY,dark gray and olive-brown,hard 4.5+ 19 111 11440 20 —— SHALE,gray, moderately hard 100/2.5" 25 -- ——————————————————————— m a 0 L) U a U 0 N ri n z Z K O m U_ o LOG OF BORING NO. B-7 PLATE A.4 J Project No. Boring No. Project Marine Creek M-365 Parallel Interceptor CMJ ENGINEERING INC. 117-17-230 B-8 Amendment 1 -Fort Worth,Texas Location Water Observations See Plate A.1 _ Dry during drilling; dry at completion Completion Completion Depth 30.0' Date 3-14.18 Surface Elevation Type B-47,w/CFA a o �0 a m 04 C LL N �� Z o �LL 0 N 6 o Stratum Description o o o � � �� N U 0 3c� y > >- N NN 0C t Vj 0E � w d o (D 0.m 6E ro E ro-0 0 0 c.0 c 0 0 Oo n F- a in J J n.J n.5 2 U » D U 0- CLAY,dark brown and brown,w/limestone gravel 2.5 23 and calcareous nodules,stiff to very stiff (FILL) 3.0 29 CLAY,light brown and light gray,w/calcareous 4.5 60 26 34 24 nodules and deposits,very stiff to hard 4.5 17 4.5+ 1 14 5 4.5+ 14 10 4.5+ 56 17 39 13 119 SHALY CLAY,olive-brown and light gray,w/gray 4.5+ 21 106 6490 shale seams,tan limestone seams,and occasional — 15 calcareous seams and deposits,very stiff to hard 4.5 24 20 LIMESTONE,gray,very hard 0010.75' 25 -w/shale seams and occasional layers,hard below 25' 00/1.75' 30 —————-- — ————— m a a 0 U a t, 6 N r z Z 0' O m U. o PLATE A. LOG OF BORING NO. B-8 5 J Project No. Boring No. Project CMJ ENGINEERING INC. Project 9 1 Marine Creek M-365 Parallel Interceptor 117-17-230 B-9 Amendment 1 -Fort Worth,Texas Location Water Observations See Plate AA Seepage at 14'during drilling; dry at completion Completion Completion Depth 30.0' Date 3-21-18 _ Surface Elevation Type ATV-47,wl CFA o o 2 m N C L E O C G c ,N O, o Stratum Description o o o o z w 2 U) Ul v - - - x d �U o_o U 3c � > inx !L' c w (7 w0 m.o QE E _mv o o c� r- o 'o W m n. n.fn J J IL J n.C ^2 U J J J U IL CLAY,dark brown,w/limestone gravel/fragments, 4.5 18 calcareous nodules,and trace of sand,very stiff 3.75 14 (possible fill) 4.0 10 SANDY CLAY/SILTY SANDY CLAY,light brown, 3.25 32 14 18 13 w/limestone fragments and calcareous nodules, 5 very stiff (possible fill) 4.5 12 LIMESTONE,tan(possible fill,boulder) CLAY,light brown,olive-brown,and light gray,w/ 2.5 73 24 49 24 calcareous seams and limestone fragments,stiff to very stiff (possible fill) 3.5 1 1 19 10 SHALY CLAY, light brown,olive-brown,and gray, w/calcareous seams, hard 4.5+ 59 23 36 22 106 15 20 SHALY CLAY,gray and olive-brown,hard 4.5+ 1 1 201 107 9480 ——_ SHALE,gray,w/4-to 6-inch thick limestone 00/1.25' 25 = seams,hard _ 100/1.5" 30 ——————————————————————— m a a a U a' 0 N n n z Z LL' O m LL o LOG OF BORING NO. B-9 PLATE A.6 J - FREE SWELL TEST RESULTS Project: Marine Creek M-365 Parallel Interceptor Amendment 1 - Fort Worth, Texas Project No.: 117-17-230 Ugmd .-Plastic Plasticity ildoisture Per�en 13ormg I terval Sample Limit Llrr�it Index C�bnten#% _ L = Foy - Descr�pt�on B-8 9- 10 Clay 56 17 39 12.8 18.6 4.6 B-9 14- 15 Shaly Clay 59 23 36 21.5 25.2 1.4 Free swell tests performed at approximate overburden pressure CMj ENGINEERING, INC. PLATE A.7 GC-6.06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS II City Project No.100274-2 Revised July 1,2011 CITY OF FORT WORTH CONTRACT COMPLIANCE MEMORANDUM THIS FORM MUST BE ATTACHED TO THE ROUTING "M & C" BEFORE LAW DEPARTMENT AND CITY MANAGER APPROVAL To: Department Project Manager From: Business Equity Division Date: October 25, 2022 In the Amount of. $4,650,000.00 100274-2 DOE/Project No. Project/Bid: Marine Creek Interceptor M-279A & M-365 Phase II Part If 1 . Compliance with the City's Business Equity Ordinance has been achieved by the following method: McKee Utility Contractors, Inc. is in compliance with the City's Business Equity Ordinance by committing to 22% Business Equity participation on this project. The City's Business Equity goal on this project is 21%. 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Q t) cv °-c3 o w a FORT WORTH® 100274-2 PROJECT# 61b# j (if Applt"Man Check One) i Amendment❑ Chenp Order❑ Business Eql Division LETTER OF INTENT ' A.Business Equity Sub-Contractor/Consultant Information: A cedffl d Business Eaulty firm is owned by a Mlnodly or Woman Business Entewdee(M/WBE) [Pursuant to the City of Fort Worth's Business Equity Ordinance, certified Business Equity fines participating under the Ordinance must be certified prior to recommendation of award In order to be counted towards the Business Equity contract goal. Certifying agencies acceptable by the City.. North Central Texas Regional Certification Agency (NCTRCA), Dallas/Fort Worth Minority Supplier Development Council, Inc. (DFW MSDC), Women's Business Council - Southwest (WBCS), or the Texas Department of Transportation (fXDOT).Note: For Federally-Funded projects the firm must be certified as a Disadvantaged Business Enterprise (DBE)by the. NCTRCA and/or TXDOT only.) An Fields we RBgtllred- Do not leave blank. 1. Name of Prgect: MARINE CREEK INTERCEPTOR IMPROVEMENTS - PHASE 11 - PART II j 2. Name of Offeror/Prime Contractor:McKee 1.10ty Contractors, Inc. 3. Name of Business Equity Firm: Industry Junction Address: 3427 W Kingsley Ste 6&7 Garland,TX 7 Firm Contact Name/Phone: Rogelio Gabel lo/214-680-9655 4. The undersigned is prepared to perform the following described work and/or supply the material listed In connection with the above project j (where applicable specify`supply'or'Install'or both): Su NAICS Code: 423700 In the amount of$ 1,030,000.00 Rogelio Cabello (Owned Autho 71�)T poor Pri t ame (Name of Codlffad Bustran Eq*Firm) i 10 022 (Signature of Own"mtho'6ed Agent of Certified Bustness Equity Firm) (Data) 1 cotact@iadustry-u�on,com 972-926-3526 (Emall A*o* (Phone Number) i B. Affidavit of Offemr/Prime I HEREBY DECLARE AND AFFIRM that Tyler McKee ._ _ am the duly authorized representative of I PMdAulh&**d Agmt) McKee Utility CQntractors,Into- and that 1 have personally reviewed the material and facts (Name of ONerodPdme) set forth In this Letter of Intent. To the Crest of my knowledge,Information and belief,the facts In this form are true,and no material facts have been omitted. Pursuant to the City of Fort Worth's Business Equity Ordinance, any person/entity that makes a false or fraudulent statement in connection with participation of a certified firm In any City of Fort Worth contract may be referred for debarment procedures under the City of Fort Worth's Business Equity Ordinance. I I do solemnly swear or affirm that the signatures contained herein and the information provided by the Offeror/Prime are true and correct,and that I am authorized on behalf of the Offeror/Prime to make the affidavit. Tyler McKee McKa UtIlIty Contractors, Inc. Owner Au ant) or Print Name (Nome Of offorornad") /1 7,/22 (Signature narAuthorized Agent) tyler mckeeutillty.com 405-567-3666 (EmallAddnss) (Phan Number) Deperuneot of Diversity and Inclusion Effective Q 1/01=21 Business Equity Divisioe Revised.64-21 Email:DYIN BEOflioe@f rtvmrthft=gov Ph:817]9z aU Disadvantaged Business Enterprise (DBE) D s Industry Junction, Inc. Industry Junction, Inc. has filed with the Agency an Affidavit as defined by NCTRCA Disadvantaged Business Enterprise(DBE)49 CFR Part 26 and is hereby certified to provide service(s)in the following areas: NAICS 423510:CABLE,WIRE(EXCEPT INSULATED),MERCHANT WHOLESALERS NAICS 423610:ALARM APPARATUS,ELECTRIC,MERCHANT WHOLESALERS NAICS 423720: PLUMBING AND HEATING EQUIPMENT AND SUPPLIES(HYDRONICS)MERCHANT WHOLESALERS NAICS 423830:INDUSTRIAL MACHINERY AND EQUIPMENT MERCHANT WHOLESALERS NAICS 423850:SPRINKLER SYSTEMS,FIRE, MERCHANT WHOLESALERS This Certification commences April 13,2022 and supersedes any registration or listing previously issued.This certification must be updated annually by submission of an Annual Update Affidavit.At any time there is a change in ownership,control of the firm or operation,notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. �@ s Uq%41 9' Issued Date: April 13, 2022 TUCP $ 4'� ) CERTIFICATION NO. HMDB98059YO423 t0 - 06 ��ion�4 Certification Administrator OEM FORT WORTHm ElID PROJECT, 100274-2 -�� (HAplfAce6le PMue t�edc Dee) Amendmart❑ Cbnree order I � Business E�uity Division LETTER FINTENT A.Business Equity Sub-Contmdor/Consultant Information: j A certified Business Eaulty firm is owned by a Minority or Wo►rion Business Enterprise(MMBEI !� (Pursuant to the City of Fort Worth's Business Equity Ordinance, crertilled Business Equity firms participating under the Ordinance must be certified prior to recommendation of award In order to be counted towards the Business Equity contract goal. Ce*ing agencies I acceptable by the City: North Central Texas Regional Certification Agency (NCTRCA), DahslFort Worth Minority Suppler I Development Council, Inc. (DFW MSDC), Women's Business Council - Southwest (WBCS), or the Texas Department of Transportation(TXDOT).Note:For Federally-Funded projects the firm must be certified as a Disadvantaged Business Enterprise(DBE) by the NCTRCA andlor TXDOT only.] All Fields are Requited- Do not leave blank. 1. Name of Pro)ect: MARINE CREEK INTERCEPTOR IMPROVEMENTS- PHASE II -PART II # 2. Name of OfferodPrlme Contractor. McKee t)tplty Contractors, Inc. 3. Name of Business'Equity Firm: 9 8664120 ! Address: 1080 S Burleson Blvd Budeaon,TX 76=' Firm Contact Nernalftne: Gayle JurascheMI 7-426-8284 4. The undersigned Is prepared to perform the following described work mrrldfor supply the material Noted in connection with file above project (wirer applicable spa*•supply'or",tamp or both): Smarty&tr*O Seed NAICS Codc 561730 in the amount of li 9.633.28 i Abigail Rodriguez GJ Seeding,LLC (Ovprl Autho T r Print Name (Name of CargAed&*m Eqully Flee) (91 o r lAuthorlrrad Agent of CMfflid Bur t2guiQr Firm) gjs din gmail.com 8174 B-R284 (FnA Addrow) (Phone Number) B. Afidevif of Offeror/Prime I HEREBY DECLARE AND AFFIRM that_ .c r�l� „ �m : am the duly authorized-representative of A ` p��l EC anal that I have personally reviewed the material and facts (Na of OMerodPrhne) set forth in this Letter of Intent. To the best of my knowledge,Information and belief,,the facts in this form are true,and no material fads have been omitted. Pursuant to the City of Fort Worth's Business Egttty Ordinance,any personlenfity that makes a false or fraudulent statement In connection with participation of a certified firm In arry City of Fart Worth contract may be referred for debarment procedures under the City of Fort Worth's Business Equity Ordinance. !do solemnly swear or affirm that the signatures contained herein and the Information provided by the OfferodPrlme are true and correct,and that I gin authorized on behalf of the Offeror/Prime to make the affidavit. (OwnsdAulho an r n ame a bf offerariNme) (Elgnatum of uthori:ed Agent) te) Dgr artmoot of Diversity and Inclusion Effective 0llbl/2021 BusinessE d,ty.Divleion Reviud.6421 $r6nR:T>1?1N_NEUflice�rorr+votddcxns goy Ph:117-392-2674 Minority Business Enterprise (MBE) 0 e G.J. Seeding, LLC G.J. Seeding, LLC has filed with the Agency an Affidavit as defined by NCTRCA Minority Business Enterprise(MBE) Policies& Procedures and is hereby certified to provide service(s)in the following areas: NAICS 221310:WATER SUPPLYAND IRRIGATION SYSTEMS NAICS 236220:BROADCASTING STATION CONSTRUCTION NAICS 237110:IRRIGATION PROJECT CONSTRUCTION(EXCEPT LAWN) NAICS 423390:SILT FENCE AND OTHER FABRICS(E.G., FOR EROSION CONTROL)MERCHANT WHOLESALERS NAICS 561730:HYDROSEEDING SERVICES(E.G., DECORATIVE,EROSION CONTROL PURPOSES) NAICS 561730: LANDSCAPING SERVICES(EXCEPT PLANNING) NAICS 561730:LAWN MULCHING SERVICES NAICS 561730:SOD LAYING SERVICES This Certification commences August 1,2022 and supersedes any registration or listing previously issued.This certification must be updated every two years by submission of an Annual Update Affidavit.At any time there is a change in ownership,control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. i Certification Expiration: August 31, 2024 i Issued Date: August 1, 2022 CERTIFICATION NO. HMMB67243NO824 Certification Administrator GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTI I MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS II City Project No.100274-2 Revised July 1,2011 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 MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS II City Project No.100274-2 Revised July 1,2011 DEPARTMENT OF THE ARMY w U.S.ARMY CORPS OF ENGINEERS,FORT WORTH DISTRICT _ P.O.BOX 17300 FORT WORTH,TEXAS 76102-0300 April 1, 2022 Regulatory Division SUBJECT: Project Number SWF-2022-00081, Marine Creek Interceptor M-279A & M-365 Improvements Ms. Dana Burgdoff City of Fort Worth Water Department Director P.O. Box 870 Fort Worth, Texas 76102 Dana.burghdoff(d-)fortworthtexas.gov Dear Ms. Burgdoff: This letter is in regard to information received February 7, 2022, concerning a proposal by the City of Fort Worth to construct a sanitary sewer interceptor along Marine Creek Lake located in the City of Fort Worth, Tarrant County, Texas. This project has been assigned Project Number SWF-2022-00081. Please include this number in all future correspondence concerning this project. Under Section 404 of the Clean Water Act the U.S. Army Corps of Engineers (USACE) regulates the discharge of dredged and fill material into waters of the United States, including wetlands. USACE responsibility under Section 10 of the Rivers and Harbors Act of 1899 is to regulate any work in, or affecting, navigable waters of the United States. Based on the description of the proposed work, and other information available to us, we have determined this project will involve activities subject to the requirements of Section 404. We have reviewed this project under the pre-construction notification procedures of Nationwide Permit General Condition 32 (Federal Register, Vol. 86, No. 8, Wednesday, January 13, 2021). We have determined the discharge of dredged or fill materials into waters of the United States associated with this project appears to qualify for Nationwide Permit 58 for Utility Line Activities for Water and Other Substances. To use this permit, the person responsible for the project must ensure the work is in compliance with the specifications and conditions for the permit listed above, found at https://www.swf.usace.army.mil/Missions/Regulatory/Permitting/Nationwide-General-Permits/, and the special condition listed below. Additionally, all activities must comply with the water quality certification conditions of the Texas Commission on Environmental Quality (TCEQ) located at https://www.swf.usace.army.mil/Portals/47/docs/regulatory/Permitting/General%20Permitting/TX 401 cert.pdf?ver=rle8wttu6MRCA2s6Q4QQMg%3d%3d. Failure to comply with these specifications and conditions invalidates the authorization and may result in a violation. -2- The special condition is as follows: 1) In coordination with Texas Parks and Wildlife Department, the permittee must submit the approved aquatic resource relocation plan from TPWD for USACE to review. No work in waters of the U.S. shall occur prior to USACE receiving the TPWD written approval. Our verification for the construction of this activity under this nationwide permit is valid until March 14, 2026, unless prior to that date the nationwide permit is suspended, revoked, or modified such that the activity would no longer comply with the terms and conditions of the nationwide permit on a regional or national basis. The USACE will issue a public notice announcing the changes when they occur. Furthermore, activities that have commenced, or are under contract to commence, in reliance on a nationwide permit will remain authorized provided the activity is completed within 12 months of the date of the nationwide permit's expiration, modification, or revocation, unless discretionary authority has been exercised on a case-by- case basis to modify, suspend, or revoke the authorization in accordance with 33 CFR 330.4(e) and 33 CFR 330.5(c) or (d). Continued confirmation that an activity complies with the specifications and conditions, and any changes to the nationwide permit, is the responsibility of the permittee. Our review of this project also addressed its effects on threatened and endangered species. Based on the information provided, we have determined this project will not affect any species listed as threatened or endangered by the U.S. Fish and Wildlife Service within our permit area. However, please note you are responsible for meeting the requirements of General Condition 18 on endangered species. The permittee must sign and submit to us the enclosed certification that the work, including any proposed mitigation, was completed in compliance with the nationwide permit. The permittee should submit the certification within 30 days of the completion of work. This permit should not be considered as an approval of the design features of any activity authorized or an implication that such construction is considered adequate for the purpose intended. It does not authorize any damage to private property, invasion of property rights, or any infringement of federal, state, or local laws or regulations. -3- Thank you for your interest in our nation's water resources. If you have any questions concerning our regulatory program, please refer to our website at http://www.swf.usace.army.mil/Missions/Regulatory or contact Ms. Katie Roeder at the address above, by telephone (817) 886-1740, or by email Katie.0.Roeder@usace.army.mi1, and refer to your assigned project number. Please help the regulatory program improve its service by completing the survey on the following website: https://requlatory.ops.usace.army.miI/customer-service-survey/. Sincerely, For: Brandon W. Mobley Chief, Regulatory Division Enclosure Copies Furnished by Electronic Transfer: Ms. Melissa Mills mmills(cr�halff.com Mr. Tom Heger Tom.heger _tpwd.texas.gov PERMIT COMPLIANCE CERTIFICATION U.S. Army Corps of Engineers Project Number: SWF-2022-00081 Type of Nationwide: Nationwide Permit 58 for Utility Line Activities for Water and Other Substances Name of Permittee: City of Fort Worth Water Department Director Fort Worth, Texas, 76102 Date of Issuance: April 1, 2022 Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: Regulatory Division CESWF-RD U.S. Army Corps of Engineers P.O. Box 17300 Fort Worth, Texas 76102-0300 Please note that your permitted activity is subject to a compliance inspection by a U.S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the above referenced permit was completed in accordance with the terms and conditions of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date Tarrant trwRegional Water dDistrlct July 13,2022 Leah Hodge, PE,CFM Senior Project Manager Halff Associates, Inc. Re: Marine Creek Interceptor M-219A& M-365 Improvements Phase II—Part II Dear Mrs. Hodge, Thank you for submitting plans for the Marine Creek Interceptor M-219A& M-365 Improvements Phase II —Part II in Fort Worth,Texas. The Tarrant Regional Water District (TRWD) reviewed the proposed design plans for the installation of the Sanitary Sewer Interceptor M-219A & M-365 Improvements Phase II—Part II beneath and along the Marine Creek Reservoir. Based on the review of the submitted plans and specifications,TRWD has determined that the proposed work will not adversely affect the functionality or the operations and maintenance of the lake. Subject to the conditions listed below,TRWD consents to the construction and operation of the Marine Creek Interceptor M-219A &M-365 Improvements Phase II—Part II for the City of Fort Worth. Please strictly adhere to the following conditions: • Notify the undersigned or a representative of TRWD's Real Property Department one week prior to construction to schedule an onsite meeting • The contractor awarded the bid, and any sub-contractor working on the project must sign a Limited Right of Entry Permit and provide a certificate of insurance meeting TRWD's requirements • Provide a work schedule for TRWD's reference showing the anticipated construction timeline for the project • Always keep a copy of the permission letter on the job site • The Trail System around the lake shall not be closed at any time as a result of the project • Contractor shall submit a detour route to TRWD for the Trail System per TRWD's construction pamphlet 800 East Northside Drive I Fort Worth,TX 76102-1016 1 Office: (817) 335.2491 1 TRWD.com Enriching communities. Improving the quality of life. July 13,2022 • Contractor will be responsible for any damage to the Trinity Trail System • Contractor will be responsible for all safety measures and construction signage while working near the lake and around the Trail System • Install construction signage along the Trails System one week prior to start of construction • All trash and debris shall be picked up immediately • Once utility lines are set in place, contact TRWD to allow our surveyor time to collect coordinates and deep of new utilities prior to backfilling • Re-establish grass per TRWD's construction pamphlet • Provided TRWD with a set of as-built drawing once the project is complete • Notify the undersigned or a representative of TRWD's Real Property Department once construction is complete to schedule a final site inspection TRWD's authorization of the project should not be considered as an approval of the engineered design. Enclosed you will find TRWD's Construction Pamphlets as well as the Limited Right of Entry with the required insurance coverage. If you have any questions, please feel free to call me on my cell at 817-229-2565. Sincerely, Cll�Kuhn Senior Land Agent trwd TARRANT REGIONAL WATER DISTRICT P.O. Box 4508 Fort Worth, TX 76164 2 August2019 CRITERIA FOR CONSTRUCTION WITHIN AND ALONG THE LIMITS OF EXISTING FEDERAL FLOOD PROTECTION PROJECTS 1. Pamphlet Purpose. This pamphlet provides guidance to individuals, developers, architect-engineering firms, and local governmental agencies for the construction of new facilities or the modification of existing facilities within the limits of Tarrant Regional Water District's (TRWD) flood protection project. The guidance contained in this pamphlet applies to the activities described herein in most cases and serves as a supplement to the U.S.Army Corps of Engineers, Fort Worth District(CESWF) Pamphlet SWFP 1150-2-1. This pamphlet is in no way a substitution or replacement of the SWFP 1150-2-1 and should only be used for guidance on the floodway in addition to the abovementioned pamphlet. However, TRWD reserves the right to reconsider this guidance at any time due to unknown or unforeseen circumstances, technological advances, additional information, etc. 2. Applicability. This pamphlet applies to any TRWD land owned or controlled by fee ownership or easement on the Fort Worth Floodway. 3. Project Purpose. A federal flood control project is designed to safely carry floodwater within the project and through a developed area. As such, any proposed developments within the project must keep the safe passage of floodwater as the first priority. The roles of the CESWF and TRWD are to maintain the integrity of the project while preventing negative impacts to the passage of the project design flood. 4. General Criteria for Construction within and along the Fort Worth Floodway. A. Submittals (1) Five paper copies and one electronic set of 10% plans, including an aerial map, are to be submitted to TRWD. A concept plan is not sufficient for initial review. The aerial map shall show the right-of-way boundaries of TRWD with specific levee toe and channel slope limits in the portion of the project being crossed, if applicable. (2) Within the initial submittal the construction starting date,completion date,and detailed project construction schedule, including sequence of construction prior to initiation of work shall be included. (3) TRWD will make every attempt to return initial comments within 45 days of submittal. (4) Pre-construction pictures of the proposed work area must be submitted to TRWD prior to project start date. Page 1 of 7 B. Security (1) Site must remain secure with all gates closed and locked at all times. (2) Cable fencing that is removed for construction purposes must be secured at the end of each work day with suitable fence to prevent motorized traffic from entering the floodway. Specifications for replacement of security fence will be provided upon request. (3) Only vehicles and equipment required for construction are allowed in the construction area in accordance to and as stated in Texas Water Code Chapter 49.217. (a) All vehicles within construction area should be authorized by TRWD. (b) Construction employee vehicles shall not be allowed on the floodway at any time during construction. (c) Employee parking shall be provided off site. (4) All maintenance roads shall remain unblocked to allow passage in the event of an emergency. C. Construction involving the Trinity Trail System (1) No closure of the Trinity Trail System is allowed. (2) Rerouting the Trinity Trail (a) If interference to the trail is required for construction, the trail must be re- routed using poured in place concrete or asphalt uniformly compacted with a steel wheel roller. Reroute must be 11' in width (b) A trail detour plan, including signage and warning lights must be submitted with packet. (c) Signs and warning lights notifying trail users of an upcoming project/detour must be placed at least 1 week, but no earlier than 3 weeks before construction begins. (d) Posted signs must be of professional quality and not hand made. (3) Repairing/Replacing the Concrete Trail after construction (a) Replace using a minimum 6" thick 3000 psi concrete with 1' perimeter beams reinforced with #4 rebar tied 100% on 1' centers both ways. (b) Rebar shall be installed on plastic chairs. (c) Surface of trail shall have a uniform heavy-broom finish. (d) Trail must be 11" minimum width and no smaller than the existing trail. (4) Repairing/Replacing the Asphalt Trail after construction (a) Asphalt trail shall be replaced with concrete per Section C. (5) of this pamphlet. (5) New Trail Construction (a) Use a minimum 6" thick 3000 psi concrete with 1' perimeter beams reinforced with #4 rebar tied 100% on 1' centers both ways. (b) Rebar shall be installed on plastic chairs. (c) Surface of trail shall have a uniform surface heavy-broom finish (d) Trail must me 11' minimum width (e) Connections to the Trinity Trail shall have an acceleration and de- acceleration lane. An abrupt T into the trail is not allowed. Sightlines must be considered. Page 2 of 7 D. Equipment Crossing Over the Levee (1) Equipment crossing over the levee will only be allowed at existing access ramps. (a)Installation of road base may be required prior to approval at TRWD's discretion. (2) Damage to the levee or ramp due to construction access must be repaired immediately. (3) If equipment crossing the levee exceeds HS20 highway loads, construction mats must be installed over the levee from dry side of toe to wet side of toe. Mats must be a minimum of 8-inches thick with 6-inches of road base placed on top of the construction mats. E. Establishing Grass Post-Construction (1) All grass shall be re-established to at least 85% of cover or EPA requirements whichever is greater. . (2) A seed injected compost blanket minimum 1"" depth shall be used on any slopes greater than 6:1. Bermuda Grass Sod may be used as an alternative to the seed injected compost blanket. Curlex Mats or Net Materials will not be allowed along the Floodway. (3) Any areas disturbed on the levee must be re-vegetated immediately using Bermuda Grass Sod. The new sod shall be installed at existing grade and watered per the landscape suppliers' recommendation. (4) A water plan must be submitted to TRWD for review. (5) Seed Compositions (a) From September 1 through March 15 Wheat Sturdy 2K, Oats Nora, Vetch Hairy (Inoculated), Clover Dixie Crimson (Inoculated), and Common Unhulled Burmudagrass shall be used. (b) From March 16 through August 31 Japanese Millet, Proso Millet, Browntop Millet, Foxtail, Common Unhulled Bermuda, and Bermudagrass Blackjack shall be used. (6) The "natural areas" on the floodway shall be re-established using a specific wildflower seed mixture, approved by the District. F. Any vaults installed within the Floodway shall be flush with the ground with no greater than a 16:1 earthen slope away from the vault. G. Erosion protection on the Floodway (1) Interlocking Cabled Articulating Revetment Systems are to be used for erosion control. (2) If individual blocks are proposed, each block must be interlocked and cabled with the adjoining block forming one contiguous unit along the slopes and or channel bottom. (3) If separate cable mats are proposed,the individual cable mat must be designed with cable connections around the perimeter of the mat in order to tie and Page 3 of 7 anchor the individual mat with the adjoining mat forming one contiguous unit along the slopes and or channel bottom. (4) The articulating revetment system must withstand velocities of 12ft/sec or Standard Project Flood, whichever is greater. (5) Riprap,gabions or concrete paving are not allowed and may not be substituted for the revetment systems. (6) Revetment systems must be a natural earth tone color. Prior to ordering the revetment system, TRWD must approve the proposed color selection. 5. Crossing Over Existing Levees at Grade. A. Notwithstanding pamphlet SWFP 1150-2-1, District does not allow construction method as provided for in Paragraph S of SWFP 1150-2-1. 6. Crossing Over the Fort Worth Floodway. A. Aerial bridge structures transporting utility lines over the Fort Worth Floodway will not be allowed. 7. Crossing Under Levees with Open Excavation. A. This method is not allowed on the Fort Worth Floodway. 8. Crossing Under Levees with Boring or Jacking Sleeves. A. Please refer to pamphlet SWFP 1150-2-1. 9. Horizontal Directional Drilling Under Levees and Channels. A. Please refer to pamphlet SWFP 1150-2-1. 10.Bridges Crossing Levees A. All storm water runoff from bridge decks must be piped into a collection device and then transferred to the river to prevent erosion within the floodway. Runoff must be treated according to the Tarrant Regional Water District Water Quality Guidance Manual found on the website,www.trwd.com. Refer to Section 14 below for more information. B. Cabled Articulating Revetment Systems are to be installed within the shadow line of the bridge where vegetation cannot be established. 11.Buried Lines Parallel to Levees and Channels. A. Please refer to pamphlet SWFP 1150-2-1. 12.River and Channel Crossing Criteria. A. Please refer to pamphlet SWFP 1150-2-1. 13.Roadway or Railroad Crossings. A. Please refer to pamphlet SWFP 1150-2-1. 14.Stormwater Pollutant Control Page 4 of 7 A. SCOPE: The following sections apply to all areas of new development and redevelopment as described in the Tarrant Regional Water District Water Quality Guidance Manual found on the website, www.trwd.com. This manual gives further details and criteria concerning sites that are within or that discharge directly to the Fort Worth Floodway (defined as "Floodway" in Article I of the General Ordinance of the Tarrant Regional Water District). Applicants are required,through the use of on-site measures,to control trash; debris, cans; floatable material; sediment; nutrients and bacteria, discharged from the site. B. PRACTICES: Proposed stormwater treatment shall: (1) Treat the Water Quality Capture Volume (WQCv) as defined in the Water Quality Guidance Manual; C. DOCUMENTATION: Refer to the Water Quality Guidance Manual, Section 1.6 BMP Submittal Requirements. (1) No construction activities shall commence until the final stormwater system construction plans stamped by a Texas Professional Registered Engineer have been approved by TRWD and an Approval Letter has been received. D. VARIANCES: Refer to the Water Quality Guidance Manual, Section 1.7 Alternative Approaches. E. OTHER: All discharge pipes that end at a waterbody owned and/or controlled by the District shall be installed below conservation elevation of the receiving waterbody (normal water surface elevation) and must be armored with either poured in place concrete or an interlocking cabled articulating block system surrounding the outfall structure along the slope and channel bottom. 15.Pump Discharge Pipelines Over Levees. A. Notwithstanding pamphlet SWFP 1150-2-1, District does not allow construction method as provided for in Paragraph 5 of SWFP 1150-2-1. 16.Electrical and Telephone Criteria for Overhead Wire Crossings. A. When possible,freestanding poles should be used that do not require guy wire. B. If used, all guy wires shall be marked with a yellow or orange PVC cover. C. Poles and guy wires shall not be installed within 21 feet of any other above ground obstruction to allow for maintenance vehicle passage 17.Low Dams or Diversion of Flows. A. Please refer to pamphlet SWFP 1150-2-1. Page 5 of 7 18.Process for Abandoning Existing Pipelines. A. Please refer to pamphlet SWFP 1150-2-1. 19.Construction of Recreation Facilities. A. Please refer to pamphlet SWFP 1150-2-1. 20.Planting of Trees along the Floodway. A. Removed trees must be replaced on a 1:1 caliper inch basis. Replaced trees shall be 3"to 5"caliper. The sum total of replacement tree diametershall equal the removed tree diameter. B. Replacement trees must be irrigated for 2 years with subsurface drip irrigation. C. Trees shall be warranted for 2 years. 21.Commercial and Residential Activities A. All proposed projects, including, but not limited to, driveways, sidewalks, landscaping, fencing, lighting, power service, irrigation etc. must be approved by both the TRWD and the CESWF. B. Electrical Submersible Pumps shall not be placed within the river channel,sumps, or tributaries along the Fort Worth Floodway. 22.Oil and Gas Exploration Activities. A. Temporary raw water supply pumps and lines maybe placed in the Floodway at the District's discretion. (1) The Federal Floodway will not be used as a storage yard for pumping equipment. (2) Pump Equipment shall not be placed along the Floodway any earlier than one week prior to the drilling or fracing operation at the well. (3) All operations involving the circulation or flushing of water at the pump location must be discharged below the water surface to prevent erosion along the river slope. (4) Electrical Submersible Pumps shall not be placed within river channel, sumps or tributaries along the Fort Worth Floodway. B. Temporary Water Lines. (1) Contractor is required to mow a 10' strip on both sides of the temporary water line on a 2-week interval basis. (2) Where temporary water lines cross maintenance roads that are not a part of the trail system, a suitable crossing shall be constructed that provides a HS20 loading. Crossings are subject to frequent traffic by large tracked and rubber tire equipment. (3) All water transfer pipelines must be free from leaks, including pipe joint couplings and must be inspected on a four hour cycle during the pumping operation. Page 6 of 7 (4) Lines 3" or smaller. (a) Lines may be bored beneath the existing trail with a minimum depth oft' below existing grade or attached to an overhead structure as described in 5.b below. (b) Each end of the buried line shall be constructed in valve boxes and positioned 5' on either side of the trail as connection points. (5) Lines greater than 3". (a) Lines must be constructed overhead allowing a 9' clearance and spanning the width of existing trail. (b) Overhead structure must be stable, free from leaks, adequately anchored, free standing and painted a bright safety color. (c) Signs notifying trail users of overhead crossing must be placed at least 1 week, but no earlier than 3 weeks before crossing is installed.\ (d) Posted signs must be of professional quality and not handmade. (6) Specific means and methods regarding temporary water lines are to be submitted for approval. C. Water Pumps. (1) All water pumps must be placed in a containment structure capable of containing one and a half times the total amount of fluid within the pump in the event of a pump malfunction. (2) TRWD's Temporary Raw Water Sales Agreement must be attached to the pump. (3) All water pumps placed below the top of the river channel must be removed each evening or at the end of each workday, unless supervision is provided 24 hours a day. (4) A containment boom must be placed in the river at a 50' radius from the extraction point. (5) Containment boom shall be 18" from top of boom to bottom of skirt. D. Removal of Pump Equipment (1) All pump equipment must be disassembled and removed from the property immediately upon completion of the drilling or(racing operation. District will process and review all Project Submittals on a case by case basis and reserves the right to approve or deny any such submittal at its sole discretion. Page 7 of 7 RIGHT OF LIMITED ENTRY PERMIT Tarrant Regional Water District (the "District"), hereby grants permission to the undersigned and its employees, contractors, subcontractors, and assigns (collectively, "Permittee") non-exclusive access to the District Property designated on Exhibit "A" (the "District Property"), during the period of , during reasonable times of day, as determined by the District, for the sole purpose set forth herein. The District reserves the right to terminate this Right of Limited Entry Permit (the "Permit") for any reason by verbal or written notice to Permittee. Prior to entering the District Property, Permittee shall provide the District with a detailed schedule outlining the dates, times, locations, and types of work to be performed and the names of each Permittee performing such work. This Permit is granted for the sole purpose of conducting the following work on District Property: No changes to the topographic condition of the District Property is allowed. Permittee shall remove all litter or debris associated with or resulting from its activities on District Property. Prior to expiration of this Permit, Permittee shall restore District Property to the condition existing immediately prior to Permittee's activities under this Permit. Permittee shall be liable for the reasonable cost of repairing any damage to District Property that Permittee fails to repair prior to expiration of this Permit. Permittee shall comply with all applicable laws, rules, regulations, permits, and ordinances in conducting its activities hereunder. Both parties agree that this Permit in no way commits either party to any further obligations than those contained herein. Permittee will coordinate its work with the District and will, under no circumstances impede, interfere with, or delay any work being performed by the District or its employees or contractors. Permittee ASSUMES ALL RISKS with respect to Permittee's entry upon the District Property. Permittee shall carry insurance in such form and amounts as is set forth on the attached Exhibit "B", attached hereto and incorporated herein for all purposes, and shall provide evidence of same to the District prior to entering on the District Property. FOR AND IN CONSIDERATION OF DISTRICT GRANTING PERMITTEE ACCESS TO THE DISTRICT PROPERTY; PERMITTEE DOES HEREBY, TO THE EXTENT ALLOWED BY APPLICABLE LAW, RELEASE, RELINQUISH, AND DISCHARGE AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE DISTRICT, AND THE DISTRICT'S OFFICERS, DIRECTORS, SERVANTS, AGENTS AND EMPLOYEES FROM ANY AND ALL CLAIMS, DEMANDS, LIABILITIES, SUITS, CAUSES OF ACTION, OBLIGATIONS, DAMAGES, INJURIES, LOSSES, PENALTIES, COSTS, CHARGES, AND EXPENSES (INCLUDING, WITHOUT LIMITATION, ATTORNEYS' FEES, COURT COSTS, CONSULTANT FEES, EXPERT FEES, AND OTHER LITIGATION RELATED EXPENSES) OF WHATSOEVER KIND OR CHARACTER DIRECTLY OR INDIRECTLY RESULTING FROM, ARISING OUT OF OR IN CONNECTION WITH, OR RELATING TO (1) ANY CONDITION OF THE DISTRICT PROPERTY; (2) ANY USE OR OCCUPATION OF THE DISTRICT PROPERTY; (3) ACTS OR OMISSIONS OF PERMITTEE OR ANY PERSON ACTING ON BEHALF OF PERMITTEE; (4) ANY DAMAGE TO PERMITTEE'S PROPERTY WHICH MAY ARISE IN CONNECTION WITH THE DISTRICT'S OPERATION AND MAINTENANCE OF DISTRICT PROPERTY; AND (5) ANY ACCIDENT, INJURY, DEATH OR DAMAGE WHATSOEVER CAUSED TO ANY PERSON, FIRM, CORPORATION, OR PROPERTY WHILE ON THE DISTRICT PROPERTY. THIS RELEASE AND INDEMNIFICATION EXTENDS TO AND INCLUDES ANY AN ALL CLAIMS FOR BODILY INJURY, DEATH, SICKNESS, DISEASE, PROPERTY DAMAGE OR DESTRUCTION, CONSEQUENTIAL DAMAGE, OR ECONOMIC LOSS CAUSED TO OR SUFFERED BY ANY PERSON OR PROPERTY, INCLUDING, BUT NOT LIMITED TO THE PERMITTEE, AND ANY OFFICERS, DIRECTORS, AGENTS, SERVANTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OR ANY OTHER PERSON ACTING ON BEHALF OF THE PERMITTEE, OR ANY OTHER PERSON OR ENTITY. IN CASE OF ANY ACTION OR PROCEEDING BROUGHT AGAINST THE DISTRICT BY REASON OF ANY SUCH CLAIM, PERMITTEE, UPON NOTICE FROM THE DISTRICT, AGREES TO DEFEND THE ACTION OR PROCEEDINGS BY COUNSEL ACCEPTABLE TO THE DISTRICT AT PERMITTEE'S SOLE COST. THE PROVISIONS OF THIS RELEASE AND INDEMNIFICATION SHALL REMAIN AND BE IN FULL FORCE AND EFFECT EVEN IF ANY CLAIM, DEMAND, LOSS, LIABILITY, DAMAGE, OR EXPENSE, OR CLAIM THEREFOR, BY ANY PERSON OR ENTITY, DIRECTLY OR INDIRECTLY RESULTS FROM, ARISES OUT OF, OR RELATES TO, OR IS ASSERTED TO HAVE RESULTED FROM, ARISEN OUT OF, OR BE RELATED TO, IN WHOLE OR IN PART, ONE OR MORE NEGLIGENT ACTS OR OMISSIONS OF THE DISTRICT, OR ANY OF THE DISTRICT'S OFFICERS, DIRECTORS, AGENTS, SERVANTS, EMPLOYEES, OR ANY OTHER PERSON OR ENTITY ACTING ON BEHALF OF THE DISTRICT, THE PARTIES INTENDING HEREBY TO SATISFY THE EXPRESS NEGLIGENCE DOCTRINE. This release and indemnification shall survive termination or expiration of this Permit. This Permit shall be governed by and interpreted under Texas Law and may be executed in multiple counterparts. Permittee certifies that it has the requisite capacity and authority to enter into this Permit. Permittee agrees, acknowledges and affirms that nothing in this Permit shall be construed to waive or limit the District's sovereign or governmental immunity. Dated this day of 12022. PERMITTEE: By: Name: Title: TARRANT REGIONAL WATER DISTRICT By: Title: P:\\TRWD\Forms\ROE and Release and Indemnification(005)Oncor N Main to Saginaw.docx 2 EXHIBIT"B" Insurance Requirements 1. General Liability • Per Occurrence - $2,000,000 • General Aggregate - $3,000,000 2. Auto Liability limit $500,000 for all vehicles accessing District Property. 3. Worker's Compensation limits must meet Statutory Limits or be $1,000,000. (Lower limits must be approved by the District's Risk Manager.) 4. Insurance Certificates must be received by the District's Risk Management Department three weeks prior to start of the project and must contain the following: • TRWD named as Additional Insured for the GL and Auto Policies. • Additional insured coverage shall be primary and non-contributory to any other coverage available to the District. • TRWD provided a Waiver of Subrogation in Favor of TRWD applying to the GL, Auto, and Worker's Compensation Policies. • At least thirty (30) days written notice to District prior to any cancellation in coverage contemplated herein. • No such policy shall have, in aggregate, a deductible and self-insured retention in excess of a reasonable amount to be approved by District. • Certificates of insurance shall be submitted on a standard ACCORD form and must contain in the "Descriptions of Operations/Locations" field a Project Name or description of the Work, as specified by the District. • TRWDnamed as Certificate Holder at the following address: Attn. Risk Management Tarrant Regional Water District 804 E. Northside Drive Fort Worth, Texas 76102 • Such certificates or other evidence of insurance shall be submitted electronically to insurance@trwd.com. City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, August 17, 2021 REFERENCE NO.: M&C 21-0588 LOG NAME: 80MARINE CRK LK PARK SEWER LINES M279A & M365 MAINTENANCE AREA SUBJECT: (CD 2) Conduct Public Hearing and Authorize the Use of a Portion of Marine Creek Lake Park for a Permanent Sanitary Sewer Maintenance Area (PUBLIC HEARING - a. Report of City Staff: David Creek; b. Citizen Presentations; c. Council Action: Close Public Hearing and Act on M&C) RECOMMENDATION: It is recommended that the City Council: 1. Conduct a public hearing under the guidelines set forth by the Texas Parks and Wildlife Code, Chapter 26, Protection of Public Parks and Recreational Lands; 2. Find that no feasible or prudent alternative exists for the use of Marine Creek Lake Park for the installation for permanent sanitary sewer lines M-279A & M-365 maintenance area; 3. Find that the proposed permanent sanitary sewer lines M-279A& M-365 maintenance area includes all reasonable planning to minimize harm to the parkland, including that all infrastructure and equipment will be constructed in Marine Creek Lake Park as specified on the attached exhibits and as noted in the discussion below; and 4. Close the public hearing and authorize the use of approximately 0.076 acres of dedicated parkland at Marine Creek Lake Park for the permanent sanitary sewer lines M-279A& M-365 maintenance area and approximately 6.2 acres of temporary construction access and workspace. DISCUSSION: The Park & Recreation Department (PARD) has been approached by the City of Fort Worth Water Department (Water Department) requesting a conversion of approximately 0.076 acres of parkland within Marine Creek Lake Park for the installation of a permanent sanitary sewer maintenance area. The maintenance area is necessary to service a 42" sanitary sewer line that will replace existing 18" and 30" lines that no longer meet current demand, (lines M-279A& M-365). The maintenance area is located south of the lake and park. It connects the existing easement on parkland to an existing easement on the adjacent private property. The project will require a temporary construction access and workspace equating to approximately 270,072 square feet or 6.2 acres and will be restored to previous condition or better upon completion. The lake trail will remain open for the duration of the project, with three temporary detours to route trail users around construction areas. The Water Department will be responsible for trail detour signage and public communication. The Water Department will ensure that public communications will be conducted to adequately inform the general public and park users throughout the project. The Contractor and Water Department will coordinate with the PARD on park access and other issues impacting the park and park users. The City Forester has reviewed the plans and assessed a fee of $24,100.00 for the removal of sixteen trees which range in size from 4 caliper inch to 21 caliper inch, located outside of the permanent easement. The existing trees to remain in proximity to the proposed construction will be protected with fencing. On June 23, 2021, the Park & Recreation Advisory Board endorsed Staff's recommendation to the City Council to authorize the use of parkland in Marine Creek Lake Park for a permanent sanitary sewer maintenance area. In accordance with state law, the conversion will be advertised in the Fort Worth Star-Telegram on July 27, August 3, and August 10, 2021. An exhibit map was available for public review on the Park & Recreation Department website. Signage was posted at the site noting the conversion and providing instructions for directing comments to PARD. An email announcing the proposed conversion was sent to the presidents of the Parkview Hills NA, Marine Creek Hills NA, Trails of Marine Creek NA, Fort Worth Stone Creek Ranch NA, Bowman Estates NA, Marine Creek Ranch NA, Remington Point Villas NA, Terrace Landing NA, Marine Creek Meadows NA, and Trailwood Estates NA on July 15, 2021. Staff will note any public comment received during the public hearing Report of City Staff. Marine Creek Lake Park is located in COUNCIL DISTRICT 2. FISCAL INFORMATION 1 CERTIFICATION: The Director of Finance certifies that funds are available in the current capital budget, as appropriated, in the WS Capital Project 2019 Fund for the Marine Creek Parallel Phase II project to support the approval of the above recommendations, funds will be deposited into the Tree Mitigation Fund for the removal of the trees. The Park& Recreation Department(and Financial Management Services) is responsible for the collection and deposit of funds transferred from the Water Department. FUND IDENTIFIERS (FIDs): TO Fund Department ccoun Project JProgram ctivit Budget Reference# moun ID ID Year (Chartfield 2) FROM Fund Department ccoun Project JProgram ctivit Budget Reference# moun ID ID Year Chartfield 2) r CERTIFICATIONS: Submitted for City Manager's Office by: Valerie Washington (6192) Originating Department Head: Richard Zavala (5704) Additional Information Contact: Richard Zavala (5704) ATTACHMENTS 1. 80MARINE CRK LK PARK SEWER LINES M279A& M365 MAINTENANCE AREA funds availability.docx (CFW Internal) 2. 80Marine Crk Lke ParkM279A M365 SS Maint Area (NN 07.21.21).xlsx (CFW Internal) 3. MC Marine Creek Lake Park Perm Maintenance Area.pdf (Public) 4. MC Marine Creek Lake Park Project Location.pdf (Public) 5. MC Marine Creek Lake Park Temp access workspace.pdf (Public) i ## F [ 1I7I yr05, I" .I:.+ k,� .x; 71, Project Location ew dr IF qw Lake Park ' ` . ~-�,,+—�� �� — / � ` + '`r r�. * - , �?� i i I { F. � ,�...�.,.�� —• _�fir• , Marine Creek Lake Park Marine. f Creek ti r }` `% � .� Lake . * . . Proposed IL � ` - T Conversion (0.076 Acre) � T.i � ► S r• .sue ,- ! or }. - - - der a ` ' Marine c r f ' 'Y ake Park .. rat 6.2 Acres * ' _ Temporary f � Construction - _ rIre Access and Workspace GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MARINE CREEK INTERCEPTOR IMPROVEMENTS—PHASE II—PART STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS II City Project No.100274-2 Revised July 1,2011 CITY OF FORT WORTH FORT WORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Updated:03/29/2022 Note:All water or sewer i e larger than 15 inch diameter shall be a roved far use b the Water De artment on a ro'ect s ecific basis.5 ecial beddin ma be re uired for some i es. Approval rModel No. National Spec Size 07/23/97 3305 13 Urethane Hydrophilic Waterstop, Aaahi Kgyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D792 04/26/00 33 05 13 Offset Joint for 4'Diam.MH I lanson Concrete Products Drawing No.35-0048-001 04/26/00 3305 13 Profile Gasket for 4'Diam.MII. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-043/C-361 SS MH 1/26/99 3305 13 HOPE Manhole Adjustment Rings Ladtech,Inc 1IDPF.Adjustment Ring Traffic and Non-traffic area 5/13/05 3305 13 Manhole External Wrap Canusa-CPS Wra idScal Manhole Encapsulation System 1/26/99 33 39 13 lFiberglivisManholc Fluid Containment,Inc. Flowtite ASTM 3753 Non-tra n,area 09/30/06 1 33 39 13 1 Fiberglass Manhole L.F.Manufacturing Non-traffic area 3305 13 1 Manhole Frames and Covers Western Iron Works,Hass&Hays Foundry 1001 24"x40"WD mudogabnob 3305 13 Manhole Frames and Covers Western Iron Works,Bass&Hays Foundry 30024 24"Dia. 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24"Dia. 09/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48&AASHTO M306 24"Dia. 09/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R.165-Let(Hinged) ASTM A48&AASHTO M306 24"Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48&ASSHTO M306 30"Dia. 01/24/11 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-Let (Hinged) ASTM A48&AASfTTO M306 30"di. 3305 13 Manhole Frames and Covers Sigma Corporation MIT-144N 3305 13 Manhole Frames and Covers Sigma Corporation MH-143N 3305 13 Manhole Frames and Covers Pant-A-Mousson GTS-STD 24"dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24"dia. 10/31/06 3305 13 Manhole Frames and Covers(Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24"Dia. 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines Pamrex/resus RE32-R8FS 30"Dia. 01/31/06 3305 13 30"Dia.MH Ring and Cover East Jordan Iron Works V 1432-2 and V1483 Designs ASSHTO M306-04 30"Di,. 11/02/10 3305 13 30"Die.MH Ring and Cover Sigma Corporation MH 1651 F WN&MHI6502 30"Dia 07/19/11 3305 13 30"Dia.MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30"Dia 08/10/11 33 05 13 30"Dia.MH Ring and Cover Accucast 220700 Heavv Dutv with Gasket Ring 30"Dia 30"ERGO XL Assembly 10/14/13 33 05 13 30"Dia.MH Ring and Cover(Hinged&Lockable East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSHTO M105&ASTM A536 30"Dia 06/01/17 34 05 13 30"Dia.MH Ring and Cover(Hinged&Lockable CI SIP Industries 2280 32" ASTM A 48 30"Dia. CAP-ONE-30-FTW,Canposite,w/Lock 09/16/19 33 05 13 30"Dia.MH Ring and Cover Com osite Access Products,L.P. w/o Hin 30" is. 10/07/21 3405 13 30"Dia.MH Ring and Cover Trumbull Manufacturing 32"30" Frame and Cover 30"Dia. 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamti ht 24"Dia. 3305 13 Manhole Frames and Covers Neenah Casting 24"Dia. 3305 13 Manhole Frames and Covers Western Iron Works,Bass At Has Foundry 300-24P 24"Dia. 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24"Die. 03/08/00 3305 13 Manhole Frames and Covers Accwast RC-2I00 ASTM A 48 24"Dia. 04/20/01 3305 13 Manhole Frames and Covers (SIP)Scrampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24"Dia. 3339 10 Manhole,Precast Concrete I lydro 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 05/08/18 33 39 10 Manhole,Precast Concrete The Turner Company 48",60"I.D.Manhole w/32"Cone ASTM C 478 48",1- 10/27/06 33 39 10 Manhole,Precast Concrete Oldcastle Precast Inc. 48"I.D.Manhole w/24"Cone ASTM C 478 48"Diam w 24"Ring 06/09/10 33 39 10 Manhole,Precast Reinforced Pol cr Concrete US Composite Pie Reinforced Polymer Concrete ASTM C-76 48"to 72" 09/06/19 33 39 20 Manhole,Precast Concrete Forterra Pipe and Precast 60"&72"I.D.Manhole w/32"Cone ASTM C-76 1"&72" 10/07/21 32 39 20 Manhole,Precast Concrete Fortcrra Pi and Precast 48"I.D.Manhole w/32"Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole,Precast 'nforced Polymer)Concrete Armorock 48"&60"LD.Manhole w/32"Cone 48"&60" 10/07/21 1 33 3920 IManhole,Precast(Hybrid)Polymer At PVC Predl Systinn, 48"&60"I.D.Manhole w/32"Cone 48"&60"Non Traffic Areas EI44 Manhole Rehabs stems Quad. 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials,Inc. Reliner MSP EI-14 Manhole Rehab Systems AP/M Permafmon 4/20/01 EI-14 Manhole Rehab System Strong Com an Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab System Liner Pol-tri lex Technologies MII repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair Flc Kretc Technologies Vinyl Polyester Repair Product Mi..Use 05/20/96 EI-14 Manhole Rehab Systems Spraying, Spray Wall Polyurcthamc Coating ASTM D639ID790 FI-14 Manhole Rehab Systems Sun Coast For Exterior Coating ofConcrdc 12/14/01 Costing for Corrosion rotection Exterior ERTECII Series 20230 and 2100 As hatic Emulsion Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791,SI HB,SI,S2 Acid Resistance Test Sewer Applications B/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer A lications 08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids F: x Sewer A lications 33 OS 16,33 39 I0, RR&C DampproofSo'Non-Fibered Spray For Exterim Coating ofConcrete 03/19/IB 33 3920 Coatis for Corrosion rotedion Exterior Sherwin Williams Grade As hatic Emulsion Structures Only •From Original Standard Products List 1 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT V � STANDARD PRODUCT LIST Updated:03/29/2022 Note:All water or sewer DiDe larger than 15 inch diameter shall be atitiroved for use by the Water Deriartment on a nroiect s ecific basis.S ecial bedding_Mav be re uired for some ities. ApproN a] Spec No. Classsification Manufacturer Model No. National Spec Size 3305 13 Manhole Insen Knutson En rises Made to Order-Plastic ASTM D 1248 For 24"dia. 3305 13 Manhole Insert South Western Packagung Made to Order-Plastic ASTM D 1248 For 24"dia. 33 05 13 Manhole Insert Nollow-Inflow Made to Order-Plastic ASTM D 1248 For 24"dia. 09/23/96 3305 13 Manhole Insen Southwestern Packing&Scats,Inc. LifeSavor-Stainless Steel For 24"dia. 09/23/96 3305 13 Manhole Insert Southwestern Packing&Seals,Inc. Tetherluk-Stainless Steel For 24"dia 11/04/02 Steel Band Casing Spacers Advanced Products and Systems,Inc. Carhop 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 Cut.Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerscal 4810 Poaverchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03/I9/18 Casing Spacers BWM FB-12 Cuing Spacer(Coated Carbon St.[) for Nonyressure Pipe and Grouted Casing 03/29/22 33 OS 13 Casing Spacers CC[Pipeline Systems CSC12,CSS12 at • 33 11 10 Ductile Iron Pipe Griffin Pipe Products,Co. Super Bell-Tice Ductile Iron Pressure Pipe, AW WA C150,C151 3"thru 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Futile Pipe(Bell Spigot) AW WA C150,CI51 4"lhru 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Rip (Restrained Joint) AW WA C150,C 151 4"lhru 30" ' 33 11 10 Ductile Iron Pipe U.S.Pipe and Foundry Co. AW WA C150,C151 • 33 11 10 Ductile Iron Pipe Mc Wane Cast Iron Pipe Co. AW WA C150,C 151 lWaftr&§Swel;-Utilltv Line Marker tOSIW20181 AIAWM 02/25/02 Epoy Lining System Saucretsen,Inc S.—Gard 21ORS LA Count #210-1.33 12/14/01 Ewxy Lining System Enech Technical Coatings Enech 2030 and 2100 Series 04/14/05 Intertm Ductile Iron Pi Coattn Ind— Protecto 401 ASTM t1-117 Ductile Iran Pi Only 01/31/06 Coatin s for Corrosion Protection Chostenon Arc 791,SIHB,SI,S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Appl,cations 05/25/18 33-31-70 JAir Release Valve A.R.I.USA,Inc. D025LTP02 Com site Bad 2" E 1-04 Con'.Pi ,Rein(ecd Wall Concrete Pipe Co.Inc. ASTM C 76 EI-04 Conc.Pi ,Reinforced FI o Conduct Co noon Class III T&G,SPL Item#77 ASTM C 76 E 14)4 Conc.Pi ,Reinforced ilanson Concrete Products ASTM C 76 EI-04 lCone.Pipe,Reinforced Concrete Pipe&Products Co.Inc. ASTM C 76 PIM Sri— PIM C anon Polyethylene PIM Corii,Piscala Wa,N.J. Approved Precious) McConnell Systems Mcl.xl Construction Polyethylene Houston,Texas Approved Previous) TRS Systerns Trenchless Replacement Systm Polycthylmc Calgary,Canada Approved Previous) 7/21/97 3331 13 Cant.Cast Fiberglass(FRP) Hobos Pipe USA,Inc. Hobos Pi on-Pressure ASTM D3262/D3754 03/22/10 33 31 13 Fiber lass Pi FRP Ameron Bondstrand RPMP Pi a ASTM D3262/D3754 04/09/21 Giass-Fiber Reinfm'ed Polymer Pi FRP Thompson Pipe Group Thompsan Pipe Flowtitc ASTM D3262/D3754 4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polyeretc Pipe ASTM C33,A276,F'477 8"to 102",Class V 06/09/10 EI-9 Reinforced Polymer Concrete Pipe US Cornpositc,Pipe Reinforced Polymer Concrete Pipe ASTM C-76 Ili h-dcnsiw volyeth0ene inve Phillips Driscopipe,Inc. Opticore Ductile Polyethylene Pie ASTM D 1248 8" Hi h-densit I h lane i Plexco Inc. ASTM D 1248 8" H h-dansity polyethylene pipe P.Ily Pi ,Inc. ASTM D 1248 8" 111,gh-dersity Polyethylene,pipe CSR flydro Condua/Pipclinc Systawns McConnell Pipe Enlargement ASTM D 1248 WQ- 12/02/11 1 33-11-12 DR-14 PVC Pressure Pipe Pipchfe Jetstream PVC Pressure Pipe AWWA C900 4"thru 12" 10/22/14 1 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4"thru 12" 'From Original Standard Products List 2 `�, CITY OF FORT WORTH FORT WORTH.ORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated:03/29/2022 Note:All water or sewer nine larger than 15 inch diameter shall be aonroved for use bv the Water De art *ic basis.Suguid beddin uiredforsome es. anufacturer Nlodel No. National Spec Size r t .. • 33-31-20 PVC Sewer Pi 1-M Manufacturing Co.,Inc.JM F. le SDR-26 ASTM D 3034 4"-IS" 12/23/97• 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 ASTM D 3034 4"thru 15" 33-31-20 PVC Sewer Pipe Lamson V lon Pipe ASTM F 789 4"thou 15" 01/18/18 33-31-20 PVC Sewer Pi Vin(tech PVC Pi GravitySewer ASTM D3034 4"th.15" 11/11/98 33-31-20 PVC Sewer Pi Di amond Plastics Corporation "S"Gravit Sewer Pi ASTM F 679 18"to 27" 33-31-20 PVC Sewer Pi 3-M Mani facturin Co,Inc. JM Eagle) SDR 26135 PS 115146 ASTM F 679 18"-28" 09/11/12 33-31-20 PVC Sewer Pipe Pi life Jet Stream SDR-26 and SDR-35 ASTM F-679 18" [3119/2018 /06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18"to 48" /27/06 33-31-20 PVC Sewer Fittings [fare. SDR-26 and SDR-35 Gasket Fittings ASTM D-3034,D-1784,etc 4"-15" 33-31-20 PVC Sewer Finings Plastic Trends.lne.(Wesllake) Gasketed PVC Sewer Main Fittings ASTM D 3034 3331 20 PVC Sewer Pie Pi life Jet Stream SDR 35 ASTM F679 I8"-24" 9/2018 33 31 20 PVC Sewer Pi Pi elife let Stream SDR 26 ASTM D3034 4"-15"9/2019 33 31 20 Gasketed Fittings(PVC) GPK Products,Inc. SDR 26 ASTM D3034/F-679 4"-15" 10/21/2020 3331 20 PVC Sewer Pie NAPC Westlake SDR 26 ASTM D3034 10/22/2020 33 31 20 PVC Sewer Pi Sanderson Pi C SDR 26 ASTM D3034 10/21/2020 3J 31 20 PVC Sewer Pi NAPCO Westlake SDR 26/35 PS 115146 ASTM F-679 I8%36" Cured in Place Pipe Insituform Texark,Inc ASTM F 1216 05/03/99 Cured in Place Pi National Envirotech Cnou National Liner, SPL Item#27 ASTM FA 216/D-5813 05/29196 Cured in Place Pi Reynolds Inc/Inliner Technol OnlinerUSAA Inliner Technology ASTM F 1216 Fold and Form Pipe Cullum Pipe Systems,Inc. 11/03/98 Fold and Form Pipe Insituform Technologies,Inc. Insituform"NuM " ASTM F-1504 Fold and Form Pipe American Pipe&Plastics,Inc. Demo.Purposa Only 12/04/00 Fold and Form Pie Ultraliner Uliraliner PVC Alloy Pi liner ASTM F-1504,1871,1867 06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504,F-1947 Up to 18"diameter 09/26/91 EI00-2 PVC Sewer Pi Ribbed Damson V Ion Pi Carlan V ton H.C.Closed Profile Pipe, ASTM F 679 18"to 48" 09/26/91 E 100-2 PVC Sewer Pi ,Ribbed Extrusion Techn.l m'Inc. Ultra-Rib Profile Sewer Pip, ASTM F 679 19"to 48" E I00-2 PVC Sewer Pipe,Ribbed U nor ETI Company 11/10/10 FI00-2 Polypropylene PP Sewer Pipe,Double Wall Advanced Drains e Systems ADS SaniTite HP Double Wall(Corrugated) ASTM F 2736 24"-30" 11/10/10 EI00-2 Pol r lene PP Sewer Pipe,Triple Wall Advanced Drainage Systems ADS SaniTite FIP Tri le Wall Pi ASTM F 2764 30"to 60" OSl1611 I Steel Reinfineed Polyethylene Pi ConTech Construction Products Durmaxx ASTM F 2562 24"to 72" 01/18/18 33-12-10 Double StrapSaddle Romac 202NSNylon Coated AWWA C800 1"-2"SVC,u to 24-Pipe 09/28/02 Double Slra Saddle Smith Blair #317 N Ion Coated Double StrapSaddle 07/23/12 33-12-10 Double Stra Service Saddle Mueller Com an DR2S Double SS Stra DI Saddle AW WA C800 1%2"SVC,u to 24"Pi 10/27/87 Curb Stops-Ball Meter Valves MCI3onald 6100M,6100MT&610MT 3/4"and I" 10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B,4604H,6100M,6100TM and 6101 M I%"and 2" F'B600-7NL,FBI600.7-NL,FV23-777-W-NL, 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co.,Inc. L22-77NL AW WA C800 2" FB600-&NL,FB1600-6N1,FV23-666-W- 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co.,Inc. NL,L22-66NL AWWA C800 1-112" FB6W4-NL,FB1600-4-NL,BI I-W4-WR- 5/25/2018 33-1240 Curb Stops-Ball Meter Valves Ford Meter Box Co.,Inc. NL,B22444-=NI L281-44NL AWWA C800 I" B-25000N,W24277N-3,W20200N-3,H- AWWA C800,ANSF 61, 5/25/2019 33-12A0 Curb Stops-Ball Meter Valves Mueller Co.,Ltd. 15000N,.II-1552N,If142276N ANSUNSF 372 2" B-25000N,W20200N-3,R-24277N-3,H- AWWA C800,ANSF 61, 5/25/2018 33-12-10 Curb S tops-Ball Meter Valves Mueller Co.,Ltd. 15000N,H-14276N,FI-15525N ANSUNSF 372 1-1/2" B-25000N,W20200N-3,H-15000N,H. AWWAC800.ANSF61, 5/25/2018 33-12-10 Curb St Ball Meter Valves Mueller Co.,Ltd. 15530E ANSIMSF 372 I" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries,Inc. #406 Double Band SS Saddle 1"-2"Taos m. 0/5/21/12 33-12-25 Ta in Slea a Coated Steel JCM Industries,Inc. 412 Tapping Sleeve ESS AWWA C-223 U to 30"wi 12"Out 03/29/22 33.12-25 Ta in Sleeve(Coated or Stainless Steel JCM Industries,Inc. 4l5 Tapping Sleeve AWWA C-223 Concrete Pi Onl 05/10/11 Ta in Sleeve Stainless Steel Powerseal 3490A5(Flange)&3490MJ 4"-8"and 16" 02/29/12 33-i2-25 Tapping Sleeve Coated Steel Romac FTS 420 AWWA C-223 U 0 to 42"w/24"Out 02/29/12 33-12-25 Ta in Sleeve Stainless Steel Romac SST Stainless Steel AWWA C-223 U to 24"w/12"Out 02/29/l2 33-12-25 Ta in Sleeve Stainless Steel Rom. SST fit Stainless Steel AW WA C-227 U to 30"w/12"Out 05/10/11 Joint Repair Clam Poworseal 3232 Bell Joint Repair Clam 4"to 30" Plastic Meter Box w/Cornposite Lid DFW Plastics Inc. DFW37C-12-1 EPAF FTW Plastic Meier Be.w/Coniposite Lid DFW Plastics Inc. DFW39C-12-IEPAF FTW D9130/D6 Plastic Meter Box w/Cornposite Lid DFW Plastics Inc. DFW65C-14-IEPAF FTW Class"A" Concrete Meter Box Bass&Has CMB37-B12 1118 LID-9 Concrete Meter Box Bass&Hays CMB-18-Dual 1416 LID-9 Cate Meter Be. Bass&Hays CMB65-B65 1527 LID-9 •From Original Standard Products List 3 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated:03/29/2022 Note:All water or sewer i e tar er than 15 inch diameter shall be a roved for use b the Water De artment on a roect s ecific basis.5 ecial beddin ma be re wired for same i es. ApproNal Spec1. Classsification Manufacturer Model No. Nationalt' 1/ 3 • F I-I 1 Combination Air Release Valve GA Industries,Inc. Empire Air and Vacuum Valve,Model 935 ASTM A 126 Clam B.ASTM A 1"&2" 240-Boat ASTM A 307-Carver Bolts EI-11 Combmatim Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves,Model No. I/2" I"&2" El-H Combination Air Release Valve Valve and Primer Corp. APCO#143C,#145C and#147C 1",2"&3" 10/01/87 E-1-12 Dry Barrel Fire H ant American-DarlingValve Drawing Nos.90-18608,94-18560 AWWA C-502 03131188 F.-I-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No.94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No.D-I9895 AWWA C-502 01/12/93 1:-1-12 Dry Barrel Fire Hydrant American AVK Cornpanv Model 2700 AWWA C-502 O9124188 E-I-12 Dry Barrel Fire Hydrant ClowC lion Drawing,D20435 D2D436,B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No.D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&II Valve Company Shop Drawing No.13476 AWWA C-502 Shop Drawings No.6461 10/14/87 1.4-12 Dry Harrel Fire Hydrant Mueller Company A423 Centurion AWWA C-502 Shop Drawing FH-12 01/15/88 FI-12 Barrel Fire H ant Mueller Company A-423 Su Centurion 200 AWWAC-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S.Pi &Foundry Shop Drawing No.960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop D.Mng No.SK740803 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant El Fast Jordan Iron Works WaterMaster 5CD250 r 02/05/93 EI01-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4"-10" 08/OS/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701,Class AWWA C900,AWWA C605, 01/18/18 33-1142 PVC Pressure Pipe Vin ltmh PVC Pipe DR14 ASTM D1784 4"42" 3/19/2018 33 11 12 PVC Pressure Pipe Pi life Jet Stream DR14 AWWA C900 4".12" 3/19/2018 33 11 12 PVC Pressure Pip, Pi life Jet Stream DRIB AWWA C900 16"-24" 5/25/2048 33 11 12 PVC Pressure Pip, Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" A W WA C900-16 12/6/2018 33 11 12 PVC Pressure Pipe 1-M Manufacturing Co.,Inc d/6'a JM Eagle DR l4 ANSUNSF61 l 4"_28" SF FM 1612 AWWA C900-16 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co.,Inc d/6'a JM Eagle DR l8 ANSUNSF61 l 16"-24' SF FM 1612 9/6/2019 33 11 12 PVC Pressure Pipe Underground Soluuons Inc. DR14 Fusible PVC AWWA C900 4"-8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DRIB AWWA C900 16"-24" 9/62019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4%12" 9/6/2019 33 11 12 PVC Pressure Pipe Saci Pipe Corp. DR14 AWWA C900 4"-12" 07/23/92 EI-07 Ductile from Fittings Star Pipe Products,Inc. Mechanical Joint Fittings AWWA C153&CI 10 EI-07 Ductile Iron Fittings Griffin Pipe Products,Co. Mechanical Joint Fittings AWWA C 110 EI-07 Ductile Gott Fittings Mc WaneR er R Union Utilities Division Mechanical Joint Fittings,SSB Class 350 AWWA C 153,C I M,C 111 O8/11/98 F.1-07 Ductile Iron Fittings Sigma,Co. Mechanical Joint Fittings,SSB Class 351 AWWA C 153,C 110,C 112 02/26/14 EI-07 MJ Fittings Accucast Clam 350 C-153 MJ Fittings AWWAC153 4"-12" 05/14/98 1,I-07 Ductile Iron Joint Restraints Ford Meter Box Co./L'ni-Flan a Uni-Flange Series 1400 AWWA Ct 11/C 153 4"to 36" 05/14/98 EI-24 PVC Joint Restraints Ford Meta Box Cu./Unt-Flan a Uni-Flange Series 1500 Circle-Lock AWWA Cl 1 I/C153 4"to 24" 11/09/04 El-07 Ductile Iron Joint Restraints One Bolt,Inc. One Bolt Restrained Joint Fining AWWA Cl I I/C116/C153 4"to 12" 02/29/12 33-11-I1 Ductile Iron Pipe Mechanical Joint Restraint EBAA Item,Inc. Megalug Series 1100(for DI Pipe) AWWA C111/CI INC153 4"1a 42" 02/29/12 3341A I PVC Pipe Mechanical Joint Restraint EBAA Gm,Inc. Megalug Series 2000(fm PVC Pipe) AWWA Cl 11/C116/CI53 4"to 24" O8/05/04 EI-07 Mechanical Joint Retains Glands PVC sigma.Co. Sigma One-Lak SLC4-SLCIO AWWA Cl II/Cl53 4"to 10" 03/06/19 334141 Mechanical Joint Retainer Glands PVC Sigma,Co. Sigma Ono-Lok SLCS4-SLCS12 AWWA Cl I VCI53 4"to 12" 08/05/04 EI-07 Mechanical Joint Retainer Glatt PVC Sigma,Co. Sigma One-Lk SLCE AWWA Cl I I/CI53 12"to". 08/10/98 F.1-07 MJ Fittings(DIP) Sigma,Co. Sigma One.L kSLDE AWWA C153 4"-24" 10/12/10 1',1-24 Interim Restrained Joint S tam S&B Techncial Products Bulldog System(Diamond I.ok 21 At JM ASTM F-1624 4"to 12" O8/16/06 E1-07 Mechanical Joint Fittings SIP lndustri Scram Mechanical Joint Fittings AWWA CI53 4"to 24" 11/07/16 33-11-11 Mechanical Joint Retain.Glands Star Pi Products,Inc. PVC Stargrip Series 4000 ASTM A536 AWWA CI l l 11/07/16 33-1 I-1 I Mechanical Joint Retain.Glands Stu Pi Products,Inc. DIP Stargrip Ssies 30DO ASTM A536 AWWA Cl I 1 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries Sensor a FZ Grip Joint Restraint(E7.D)Black For DIP ASTM A536 AWWA CI 11 3"18" 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Indestries(Serampme) EZ Grip lomt Restraint(FZD)Red for C900 ASTM A536 AW WA C 111 4"-12" DRI4 PVC Pipe 03/19/18 33-I1-11 Mechanical Joint Retainer Glands SIP Indurtries(Senmpore) Cep Joint Restraint(FZD)Red for C900 ASTM A536 AWWA Cl 11 16"-24" DR18 PVC Pipe •From Original Standard Products List 4 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated:03/29/2022 Note:All water or sewer nine lar er than 15 inch diameter shall be aciDroved for use by the Water De artme 3mes. Approval r No. /n Manufacturer ModelNo. National Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing#94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30"and 36" 08/31/99 Resilient Wedge Gate Valve American Flaw Control Series 2520&2524 SD 94-20255 A W WA C515 20"and 24" 05/18/99 Resilient Wedge Gate Valve American Flaw Control Series 2516SD 94-20247 AWWA C515 16" 10/24/00 1,1-26 Resilient Wedge Gate Valve American Plow Control Series 2500 Ductile Iran AWWA C515 4"to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42"and 48"AFC 2500 AWWA C515 42"and 49" 05/23/91 EI-26 Resilient Wedge Gate Valve American AVK company American AVK Resilient Seeded GV AWWA C509 4"so 12" 01/24/02 EI-26 Resilient Wedge Gate Valve American AVK Company 20"and smaller EI-26 Resilient Seated Gate Valve Kennedy 4"-12" 1,,1-26 Resilient Seated Gate Valve M&II 4"-12" EI-26 Resilient Seated Gate Valve Mueller Co. 4"-12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 SD 6647 AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24"SO 6709 AWWA C515 24"and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30"&36",C-515 AWWA C515 30"and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42"&48",C-515 AWWA C515 42"and 48" 01/28/88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4"-12" 10/04/94 Resilient Wedge Gate Valve Claw Valve Co. 16"RS GV SD D-20995 AWWA C515 16" 1[108/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve SO D-21652 AWWA C515 24"and smaller 11/29/04 Resilient Wedge Gale Valve Clow Valve Co. Clow 30"&36"C-515 AW WA C515 30"and 36"(Note 3 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWAC515 24"to 48"(Note 3 05/08/91 EI-26 Resilient Seated Gate Valve Stockham Valves&Fittings AWWA C 509,ANSI 420-stem, 4"-12" ASTM A 276 Type 304-Bolts& EI-26 Resilient Seated Gate Valve U.S.Pipe and Foundry Co. Mcuoscal 250,r u cements SPI.#74 3"to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ East Jordan Iron Works El FImMaater Gate Valve&Roaes 08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI CI15/An21.15 4"to 16" E1-30 Rubber Seated Buttally Valve HenryPratt Co. AWWA C-504 I., El-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"andsmaller !/I U99 EI-30 Rubber Seated Butterfly Valve Dunk Valves Co. AWWA C-504 24"and tar er 06/12/03 EI-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84"diameter 04/06/07 EI-30 Rubber Seated Butterfly Valve M&II Valve M&H style 4500&1450 AWWA C-504 24"to 48" 03/19/18 331221 Rubber Seated Butterfly Valve G.A.Industries Golden Anderson AWWA C504 Butterfly Valve AWWA C-504 30"-54" 05/12/05 EI-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD 05/12/05 EI-13 Polyethylene Encaement Mountain States Plastics MSP and AEP Ind. Standard Ilardware AW WA C105 8 mil LLD 05/12/05 F 1-13 Polyethylene F.neasment AF.P Industries Bullstrong by Comown Bolt&Gasket AW WA C105 8 mil LLD 09/06/19 334 1-1I Polyethylene F:ncasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD 3/12/% Water Sampling Station Water Plus 820 Water Sampling Station HG6-A-LN-2-BRN-LPRR(Porlable) 10/21/20 Automated Fluahin System Mueller ll o uard H IN G2-A- --2-PVC-0I8-LPLG Permanent 04/09/21 1 lAutornated Flushing System Kupferle Foundry Company Eclipse 99800wc 04/09/21 1 Automated Flushing System Kupferle Foundry Company Eclipsc#9700(Portable) 'From Original Standard Products List 5